union street %%ulegend s - sewer main g - gas conduit … · sl72 mesh central. typical footpath...
TRANSCRIPT
MARONG ROAD
STREET
MOONTA
UNION STREET
20
12
34 5 6 7 8
9
10
11
12
13
15 14
16
19
17
18
LAZA
RUS S
TREE
T
PROPOSED NEWSUBDIVISION
9
7
5
STREETM
OONTA
UNION STREET
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OLD DRAINAGE AND PIT OR BY OTHERS
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NEW DRAINAGE AND PIT
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E - ELECTRICAL CONDUIT
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%%uLEGEND
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S - SEWER MAIN
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G - GAS CONDUIT
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W - WATER CONDUIT
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T - TELECOM CONDUIT
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10 ALL PRAM CROSSINGS TO BE DDA COMPLIANT
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GAS
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SERVICES SCHEDULE
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8 TOP SOIL SHALL BE USED FOR TOP DRESSING CUT & FILL
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7 ALL EXCESS SPOIL TO BE DEPOSITED OFF SITE, OR AS DIRECTED
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TO ANY EXISTING SERVICES WHETHER SHOWN ON THE DRAWINGS OR NOT
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5 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ANY DAMAGE
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4 WHERE APPLICABLE ALL WORKS TO BE IN ACCORDANCE WITH
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3 ALL CONCRETE TO HAVE 25 MPa STRENGTH AT 28 DAYS
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AUSTRALIAN STANDARD COMPACTION IN 150mm LAYERS MAXIMUM DEPTH
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9 ALL FILLING TO BE APPROVED GRANULAR MATERIAL COMPACTED TO 100%
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AREAS WITH A MINIMUM DEPTH OF 100mm
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6 THE CONTRACTOR SHALL NOTIFY COUNCIL 7 DAYS PRIOR TO COMMENCEMENT
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2 ALL WORKMANSHIP & MATERIALS SHALL BE TO THE COUNCIL ENGINEERS APPROVAL
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1 ALL LEVELS ARE TO AHD
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STANDARD DETAIL SHEETS
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NOTES:
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SERVICE
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SEC & TELSTRA
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WATER
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1.6m WEST
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MOONTA STREET (EAST)
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2.4m WEST
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2.0m EAST
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1.6m SOUTH
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2.4m SOUTH
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2.0m NORTH
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1.6m NORTH
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2.4m NORTH
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2.0m SOUTH
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MOONTA STREET (NORTH)
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MOONTA STREET (SOUTH)
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MOONTA STREET (WEST)
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1.6m EAST
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2.4m EAST
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2.0m WEST
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IS BY THE CONTRACTOR
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NOTE: ALL EXISTING SERVICES TO BE
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LOCATED & DEPTHED BEFORE ANY EXCAVATION
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ALONG ANY WORKS AND THE RESPONSIBILITY
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PLANNING PERMIT No DS/397/2016
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PLANNING PERMIT No DS/397/2016
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4. TRENCHES WITH PAVEMENT OR FOOTPATH AREAS ARE TO BE COMPLETELY BACKFILLED WITH
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5. ALL PIPE STUBS ARE TO CONSIST OF ONE FULL PIPE LENGTH UNLESS SHOWN OTHERWISE.
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6. ALL 100%%c uPVC TO BE CLASS SN10 & 150-225%%c uPVC TO BE CLASS SN8
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DRAINAGE NOTES
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1. ALL DRAINAGE PIPES AND PITS ARE TO BE 1m OFFSET OR AS SHOWN ON THE LAYOUT PLANS
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2. THE CONTRACTOR MUST CONTACT SERVICING AUTHORITIES TO ARRANGE SERVICE LOCATIONS
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PRIOR TO COMMENCEMENT OF EXCAVATION FOR THIS PROJECT.
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3. PITS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARDS OF THE
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MUNICIPALITY. STEEL GRATES ARE TO BE HOT DIP GALVANISED AFTER MANUFACTURE. THE
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TOP OF ALL GRATES MUST BE APPROXIMATELY 150mm BELOW THE SURROUNDING SURFACE.
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PROPERTY DRAINAGE CONNECTIONS ARE TO BE PROVIDED AS REQUIRED
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FINE CRUSHED ROCK STABLILSED AS REQUIRED BY COUNCIL IN 150mm LAYERS
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EXISTING TREES SHOWN TO BE REMOVED
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7. ALL SOLID PIT COVERS TO BE CLASS B FIBREGLASS BY R & S
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DAYS PRIOR TO COMMENCEMENT
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PLAN AND CORRESPONDING MEMORANDUM OF CONSENT AT LEAST 5 WORKING
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THE CONTRACTOR SHALL SUBMIT TO VICROADS FOR REVIEW A TRAFFIC MANAGEMENT
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MANAGEMENT ACT 2004 - WORK SITE SAFETY, TRAFFIC MANAGEMENT CODE OF PRACTICE
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3 THE CONTRACTOR SHALL ERECT TRAFFIC MANAGEMENT TO COMPLY WITH THE ROAD
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WORKS TO VICROADS AT LEAST 10 DAYS PRIOR TO COMMENCING WORKS.
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2 THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTIFICATION OF INTENTION TO COMMENCE
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VICROADS NORTHERN REGION ON 5434 5000
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RESERVE UNTIL SUCH TIME THAT CONSENT IS GIVEN. PLEASE CONTACT DAVID WALLACE,
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OF THE ROAD MANAGEMENT ACT 2004. NO WORKS SHALL COMMENCE ON THE ROAD
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COMMENCE WORKS ON THE ROAD RESERVE IN ACCORDANCE WITH THE REQUIREMENTS
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DEVELOPER OR THIS AGENT SHALL APPLY TO VICROADS FOR CONSENT TO
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1 PRIOR TO COMMENCING WORKS ON MARONG ROAD, THE CONTRACTOR
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VICROADS STANDARD NOTES FOR MARONG ROAD CONSTRUCTION:
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4 ALL LEVELS ARE TO A.H.D.
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5 ALL WORKS SHALL BE CONSTRUCTED TO VICROADS SPECIFICATIONS AND STANDARDS
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6 ALL CONCRETE TO HAVE 25 MPa STRENGTH AT 28 DAYS
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7 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ANY DAMAGE
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TO ANY EXISTING SERVICES WHETHER SHOWN ON THE DRAWINGS OR NOT
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8 ALL EXCESS SPOIL TO BE DEPOSITED OFF SITE, OR AS DIRECTED
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9 TOP SOIL SHALL BE USED FOR TOP DRESSING CUT & FILL
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AREAS WITH A MINIMUM DEPTH OF 100mm
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CH219.15
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CH219.15
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O/S3.70
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O/S10.30
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O/S13.95
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R9.7m
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R16.3m
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R19.95m
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CH227.52
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O/S3.70
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O/S10.30
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O/S13.95
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CH227.52
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CH227.52
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CH219.15
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6.765
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6.765
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13.530
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2.748
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CH223.34
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O/S12.00
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O/S15.65
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6.135
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6.135
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6.135
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6.135
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12.270
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12.270
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1.199
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1.199
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7.509
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7.509
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15.018
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7.509
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7.509
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15.018
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1.467
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1.467
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CH223.34
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BACK OF KERB
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BACK OF PATH
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BACK OF KERB
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O/S13.05
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O/S15.66
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O/S10.30
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O/S13.95
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R9.7m
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R9.7m
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O/S3.70
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CH51.19
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CH146.97
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CH154.73
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R6.05m
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R10.3m
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R13.95m
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CH160.35
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CH161.35
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CH163.90
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CH168.12
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R6.05m
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R9.7m
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O/S3.70
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O/S13.05
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O/S15.66
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O/S10.30
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O/S13.95
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CH168.12
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CH157.54
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4.544
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4.544
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9.088
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CH146.97
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CH153.73
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CH157.54
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O/S18.21
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O/S21.86
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3.652
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3.652
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7.305
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6.067
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6.067
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12.133
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6.067
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6.067
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12.133
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3.652
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3.652
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7.305
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0.714
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1.976
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1.976
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0.714
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1.130
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2.278
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2.278
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4.556
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8.216
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8.216
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16.433
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8.216
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8.216
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16.433
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2.676
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2.676
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2.278
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2.278
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4.556
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0.445
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0.445
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BACK OF KERB
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BACK OF KERB
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BACK OF PATH
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NEW ROAD LINE MARKINGS
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ROAD LINE MARKINGS TO BE REMOVED
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BY PROFILE GRINDING AND COVER WITH EMULSION
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NEW RRPM'S AS PER TRAFFIC ENGINEERING MANUAL VOL 2
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AND 7mm GRIT OR APPROVED GRIT BLASTING
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WORKS TO BE APPROVED BY VICROADS BEFORE STARTING
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ROAD LINE MARKINGS TO REMAIN
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SAWCUT PAVEMENT
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CH186.69
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O/S3.70
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O/S10.30
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O/S13.95
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R16.3m
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R19.95m
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R9.7m
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CH197.09
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O/S3.70
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O/S10.30
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O/S13.95
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CH191.89
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O/S13.30
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O/S16.95
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CH191.89
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CH186.69
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CH186.69
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CH197.09
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CH197.09
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8.404
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8.404
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16.808
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4.856
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8.155
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8.155
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16.311
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8.155
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8.155
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16.311
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2.187
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2.187
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9.982
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9.982
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9.982
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9.982
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19.963
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19.963
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2.677
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2.677
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BACK OF KERB
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BACK OF KERB
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BACK OF PATH
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O/S17.12
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R8.0m
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R8.0m
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O/S9.83
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R50.0m
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O/S9.83
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CH-9.63
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O/S9.57
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R50.0m
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O/S9.92
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O/S10.30
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CH103.07
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CH109.21
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CH120.62
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O/S3.70
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CH143.33
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O/S3.70
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R8.0m
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R8.0m
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CH252.87
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CH255.08
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O/S3.70
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O/S10.30
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5.400
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5.400
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10.800
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2.098
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5.903
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5.903
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11.805
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2.600
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3074
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3074
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6149
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0.095
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3.074
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3.074
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6.147
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0.095
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5.374
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5.374
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10.747
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2.073
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5.927
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5.927
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11.853
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2.627
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R43.4m
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O/S3.70
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CH103.88
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CH109.21
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O/S3.37
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2.668
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2.668
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5.336
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0.082
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R56.6m
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CH82.91
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CH90.31
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O/S3.23
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O/S2.97
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CH82.91
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3.480
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3.480
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6.961
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0.107
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CH50.11
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CH58.07
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O/S5.48
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CH52.12
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CH60.09
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O/S3.23
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PROPOSED SUBDIVISION
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FOR MOONTA HOLDINGS PTY LTD
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AT 104 MARONG ROAD & MOONTA STREET
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WEST BENDIGO
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24000
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1
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APRIL '17
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1:250 @ A1
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APC
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DP-AD274
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EC 1180
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AMENDMENT
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DATE
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ISSUE TO
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NO.
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DATE
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NO.
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DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
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493 HARGREAVES ST, BENDIGO 3550.
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PHONE (03) 5441 4000.
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SCALE
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CONSULTING ENGINEERS
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COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
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SHEET No.
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DATE
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DRG. No.
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DRAWN
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7/7
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REVISE PLANS
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A
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F
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B
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REVISE PLANS
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17/7
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27/7
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REVISE PLANS
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C
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17/8
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REVISE PLANS
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D
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5/10
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REVISE PLANS
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E
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9/10
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REVISE PLANS
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F
MARONG ROAD
TBM 6
RIVET IN CONC PATH
RL 258.115 (AHD)
N
o
.9
7
N
o
.9
9
N
o
.1
0
1
N
o
.1
0
3
N
o
.1
0
5
N
o
.1
0
7
N
o
.1
0
9
N
o
.1
1
0
N
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.1
0
8
N
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.1
0
6
N
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.1
0
0
-1
0
2
258°50' 26.73LAZA
RUS S
TREE
T
MARONG ROAD
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DESIGN
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NATURAL
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OFFSETS
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Scale Horizontal 1:100 Vertical 1:50
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257.10
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257.15
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257.12
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2.00%
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257.12
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257.10
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257.07
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257.08
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257.12
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257.11
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257.11
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256.99
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256.70
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256.72
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256.88
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256.89
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256.80
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256.80
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257.11
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257.47
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258.08
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3.00
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2.27
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2.23
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1.80
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1.80
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1.68
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0.81
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0.30
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0.28
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0.00
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0.69
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1.32
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1.56
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2.01
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2.34
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2.57
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2.88
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3.05
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4.82
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4.96
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6.00
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0.00
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RL256.00
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10.00
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20.00
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258.28
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258.31
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258.28
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258.28
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258.24
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258.28
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258.28
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258.48
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258.52
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258.75
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258.81
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258.87
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3.00
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2.07
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2.06
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1.80
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0.30
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0.30
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0.00
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1.94
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2.59
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4.80
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5.24
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6.00
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26.73
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RL258.00
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2.00%
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257.27
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1:8.00
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257.24
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257.24
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257.12
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257.12
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257.24
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257.24
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257.14
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257.16
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257.14
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258.21
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3.00
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1.80
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0.30
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0.28
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0.24
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0.00
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1.74
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2.38
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3.15
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6.00
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RL257.00
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257.64
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257.77
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1:8.00
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257.75
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2.00%
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257.74
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257.63
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257.74
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257.74
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257.76
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257.74
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257.77
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257.76
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258.29
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258.61
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3.00
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2.87
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1.80
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1.22
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0.30
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0.27
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0.00
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0.57
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1.95
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2.94
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3.31
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5.08
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6.00
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RL257.00
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2.00%
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1 in 50
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1500 WIDE x 125 DEEP
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ON 50 mm CONSOLIDATED
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CONC. FOOTPATH
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DEPTH F.C.R.
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AS PER SD205 & SD210
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SL72 MESH CENTRAL
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TYPICAL FOOTPATH DETAIL
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MARONG ROAD FRONTAGE
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PLANNING PERMIT No DS/397/2016
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2x150 max LAYERS COMPACTED TO A min OF 98% MODIFIED
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TYPICAL CROSS SECTION
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PAVEMENT LAYERS SHALL BE AS FOLLOWS
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BASE COURSE TO BE +50mm ON THE
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EXISTING THROUGH TRAFFIC LANE PAVEMENT DEPTH
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COMPACTED CLASS 1 F.C.R. 300 THICK
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300
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EXISTING
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EXISTING
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PROPOSED
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PAVEMENT
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PROPOSED
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SEAL
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PAVEMENT
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SEAL
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TYPICAL PAVEMENT JOINT
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1in34
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BITUMINOUS CONC.
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30 mm SIZE 10
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MARONG ROAD WIDENING
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DESIGN
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NATURAL
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OFFSETS
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Scale Horizontal 1:100 Vertical 1:50
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258.66
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258.70
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258.74
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3.21%
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258.53
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258.52
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258.45
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258.29
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258.22
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258.39
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258.48
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258.55
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258.57
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258.74
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258.82
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5.00
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4.58
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3.88
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3.20
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2.70
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1.71
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0.82
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0.46
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0.00
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1.64
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2.00
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2.99
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3.12
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5.00
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-41.70
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RL257.00
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258.66
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258.71
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258.75
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3.21%
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258.55
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258.54
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258.48
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258.44
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258.30
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258.35
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258.48
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258.54
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258.53
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258.57
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258.75
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258.83
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5.00
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4.58
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3.81
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3.65
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2.66
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2.39
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1.83
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1.19
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0.61
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0.00
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1.55
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2.00
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2.99
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3.13
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5.00
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-40.00
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RL257.00
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258.72
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258.77
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258.81
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2.93%
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258.74
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258.73
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258.72
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258.72
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258.73
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258.72
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258.71
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258.73
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258.80
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258.85
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5.00
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4.59
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4.53
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2.66
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1.10
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0.61
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0.00
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1.60
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1.88
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1.99
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2.98
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3.14
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5.00
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-30.00
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RL257.00
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258.88
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258.87
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258.91
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3.55%
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258.98
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258.97
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258.91
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258.74
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258.60
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258.69
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258.77
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258.83
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258.92
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258.94
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5.00
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4.61
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4.07
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3.44
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2.72
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1.99
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1.52
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0.00
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1.91
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1.99
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3.15
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3.28
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5.00
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-20.00
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RL258.00
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259.06
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259.05
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259.08
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2.27%
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259.28
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259.27
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259.23
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259.07
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258.93
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258.99
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259.03
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259.04
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259.05
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259.07
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259.11
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5.00
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4.61
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4.30
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3.55
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2.96
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1.72
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1.52
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0.93
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0.00
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1.85
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1.98
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3.02
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3.17
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5.00
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-10.00
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RL258.00
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259.28
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259.28
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259.32
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3.47%
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259.56
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259.55
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259.47
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259.44
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259.28
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259.10
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259.29
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259.31
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259.29
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259.27
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259.32
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259.32
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5.00
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4.59
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4.05
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3.68
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3.19
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2.49
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1.62
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1.52
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0.00
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1.73
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1.95
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1.97
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3.08
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3.18
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5.00
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0.00
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RL258.00
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259.56
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259.53
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259.53
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0.06%
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259.78
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259.78
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259.34
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259.47
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259.51
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259.56
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259.56
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259.58
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259.53
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259.56
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259.55
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5.00
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4.59
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3.07
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1.17
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0.00
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1.14
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1.47
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1.69
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1.97
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2.14
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3.09
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3.19
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4.30
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5.00
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10.00
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RL259.00
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259.77
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259.79
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259.79
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0.18%
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260.05
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260.03
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259.93
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259.45
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259.62
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259.70
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259.73
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259.83
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5.00
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4.56
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4.11
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2.90
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2.19
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1.61
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0.00
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1.75
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1.96
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3.21
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5.00
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20.00
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RL259.00
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259.89
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259.90
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259.94
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3.02%
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260.19
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260.18
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260.09
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259.53
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259.55
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259.79
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259.82
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259.94
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259.94
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259.96
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5.00
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4.56
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4.20
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2.79
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2.70
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1.06
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0.00
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1.90
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1.96
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3.07
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3.21
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4.25
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5.00
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24.20
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RL259.00
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±1.10
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DAYS PRIOR TO COMMENCEMENT
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PLAN AND CORRESPONDING MEMORANDUM OF CONSENT AT LEAST 5 WORKING
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THE CONTRACTOR SHALL SUBMIT TO VICROADS FOR REVIEW A TRAFFIC MANAGEMENT
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MANAGEMENT ACT 2004 - WORK SITE SAFETY, TRAFFIC MANAGEMENT CODE OF PRACTICE
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3 THE CONTRACTOR SHALL ERECT TRAFFIC MANAGEMENT TO COMPLY WITH THE ROAD
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WORKS TO VICROADS AT LEAST 10 DAYS PRIOR TO COMMENCING WORKS.
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2 THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTIFICATION OF INTENTION TO COMMENCE
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VICROADS NORTHERN REGION ON 5434 5000
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RESERVE UNTIL SUCH TIME THAT CONSENT IS GIVEN. PLEASE CONTACT DAVID WALLACE,
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OF THE ROAD MANAGEMENT ACT 2004. NO WORKS SHALL COMMENCE ON THE ROAD
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COMMENCE WORKS ON THE ROAD RESERVE IN ACCORDANCE WITH THE REQUIREMENTS
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DEVELOPER OR THIS AGENT SHALL APPLY TO VICROADS FOR CONSENT TO
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1 PRIOR TO COMMENCING WORKS ON MARONG ROAD, THE CONTRACTOR
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VICROADS STANDARD NOTES FOR MARONG ROAD CONSTRUCTION:
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4 ALL LEVELS ARE TO A.H.D.
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5 ALL WORKS SHALL BE CONSTRUCTED TO VICROADS SPECIFICATIONS AND STANDARDS
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6 ALL CONCRETE TO HAVE 25 MPa STRENGTH AT 28 DAYS
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7 THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND ANY DAMAGE
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TO ANY EXISTING SERVICES WHETHER SHOWN ON THE DRAWINGS OR NOT
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8 ALL EXCESS SPOIL TO BE DEPOSITED OFF SITE, OR AS DIRECTED
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9 TOP SOIL SHALL BE USED FOR TOP DRESSING CUT & FILL
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AREAS WITH A MINIMUM DEPTH OF 100mm
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TITLE LINE
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FOOTPATH
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MARONG ROAD NEW FOOTPATH
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FOOTPATH
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FOOTPATH
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TITLE LINE
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FOOTPATH
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CHAINAGE
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Scale Horizontal 1:250 Vertical 1:50
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-5.00
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0.00
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5.00
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10.00
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15.00
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20.00
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25.00
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26.73
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30.00
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257.20
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257.08
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257.16
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257.69
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258.28
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258.53
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257.15
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257.15
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257.27
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257.48
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257.78
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258.16
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258.31
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Datum R.L.255.000
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0.0%
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1.5%
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8.6%
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I.P. 257.15
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I.P. 257.30
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V.C. 20.0
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CONC.FOOTPATHFOOTPATH
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CONC.FOOTPATHFOOTPATH
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CONC BUS STOP
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CONC BUS STOP
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CH 41.70
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CH 30.84
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EXISTING CULVERT
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TO BE REMOVED
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NEW 1.5m PATH
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NEW U/G POWER
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CONDUIT TO BE
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INSTALLED TO ALLOW
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REMOVAL OF O/H LINES
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3.00
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-30.00
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30.00
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20.00
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10.00
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0.00
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-10.00
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-20.00
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-40.00
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-5.00
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10.00
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0.00
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30.00
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20.00
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& REINSTATE
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AND DRIVEWAY
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3.00
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3.00
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EXISTING
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HANDRAIL TO
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REMAIL
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MATCH SEAL INTO
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EXISTING SEAL
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EXTEND SEAL
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TO BUS STOP
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CONCRETE PAD
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MATCH DRIVEWAY
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INTO NEW SEAL
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MATCH DRIVEWAY
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INTO NEW SEAL
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MATCH DRIVEWAY
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INTO NEW SEAL
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EXISTING SEWER
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TO MATCH NEW
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PATH LEVEL WITH
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NEW TYPE 'D' LID
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NEW ROAD LINE MARKINGS
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ROAD LINE MARKINGS TO BE REMOVED
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BY PROFILE GRINDING AND COVER WITH EMULSION
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NEW RRPM'S AS PER TRAFFIC ENGINEERING MANUAL VOL 2
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AND 7mm GRIT OR APPROVED GRIT BLASTING
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WORKS TO BE APPROVED BY VICROADS BEFORE STARTING
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ROAD LINE MARKINGS TO REMAIN
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SAWCUT PAVEMENT
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MARONG ROAD SEAL WIDENING
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SAWCUT PAVEMENT
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EDGE OF SEAL
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EDGE OF SEAL
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EDGE OF SEAL
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SAWCUT PAVEMENT
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EDGE OF SEAL
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CHAINAGE
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Scale Horizontal 1:250 Vertical 1:50
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-45.00
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-41.70
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-40.00
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-30.00
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-20.00
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-10.00
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0.00
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10.00
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20.00
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24.20
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30.00
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258.74
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258.75
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258.81
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258.91
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259.08
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259.53
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259.79
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259.94
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258.71
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258.71
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258.77
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258.87
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259.05
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259.53
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259.79
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259.90
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Datum R.L.256.000
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0.6%
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2.2%
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2.6%
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I.P. 258.83
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I.P. 259.27
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V.C. 20.0
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V.C. 20.0
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PROPOSED SUBDIVISION
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FOR MOONTA HOLDINGS PTY LTD
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AT 104 MARONG ROAD & MOONTA STREET
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WEST BENDIGO
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24000
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2
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APRIL '17
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APC
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DP-AD274
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EC 1180
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AMENDMENT
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DATE
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ISSUE TO
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NO.
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DATE
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NO.
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DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
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493 HARGREAVES ST, BENDIGO 3550.
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PHONE (03) 5441 4000.
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SCALE
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CONSULTING ENGINEERS
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COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
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SHEET No.
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DATE
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DRG. No.
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DRAWN
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VICROADS WORKS
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11/4
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ADJUST TURNING LANE
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A
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G
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B
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REVISE PLANS
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7/7
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1:250 @ A1
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17/7
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REVISE PLANS
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C
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D
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REVISE PLANS
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27/7
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17/8
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REVISE PLANS
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E
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5/10
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REVISE PLANS
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F
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30/10
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REVISE PLANS
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G
MARONG ROAD
N
o
.1
0
6
N
o
.1
0
4
TBM 5
RIVET IN S.M.H.
RL 255.70 (AHD)
34
8°3
6' 6
3.0
5
165°42' 49.86
258°50' 26.73
20
TBM 5
TBM 4
SPIKE PLACED
RL 259.145 (AHD)
261°38' 38.97
259°52' 35.39
257°05' 32.82
162°12' 62.26
5
5
°
2
7
'
3
0
.
5
7
3
3
3
°
2
7
'4
0
"
4
1
.4
4
2
3
45
6 7
8
10
1119
18
9
1
No.100-102 No.98 No.96
DOWEL JOINT DETAIL
SAWCUT DETAIL
12mm WIDE BITUMINOUS JOINTING STRIP OR
SLIP CAP
150 mm CONC SLAB
COMPACTED 50mm F.C.R.
@ 300mm crs WITH PVC
BOND BREAKER
R12 DOWEL RODS 450mm LONG
SL82 MESH CENTRAL
APPROVED JOINTING MATERIAL TO DEPTH OF PATH
STOP MESH EACH SIDE OF JOINT
1:10
COMPACTED 50mm PACKING SAND
NOTE: SAW CUT CONCRETE WITHIN 24 HOURS
SAW CUT 40x6mm DEEP & WITH APPROVEDBACKING ROD & 6mm APPROVED SEALANTSL82 MESH 50 mm TOP COVER
OF PLACING CONCRETE
150 mm CONC SLAB
1:10
DETAILSDRIVEWAY
13
15 14
SAW
CUT
32 MPa CONCRETESL82 MESH 50mm TOP COVER150mm CONC SLAB
CROSSOVER AS PERIDM SD245 DETAIL
SAW
CUT
SAW
CUT
SAW
CUT
SAW
CUT
SAW
CUT
SAWCUT
SAWCUT
SAWCUT
3-L11TMx 2.0m LONG
7
8
9
10
DETAILSDRIVEWAY
32 MPa CONCRETESL82 MESH 50mm TOP COVER150mm CONC SLAB
SAWCUT
SAW
CUTDOWEL JOINT
SAWCUT
SAW
CUT
SAW
CUT
SAW
CUT
SAW
CUT
SAWCUT
CROSSOVER AS PERIDM SD245 DETAIL
FOOTPATH
3-L11TMx 2.0m LONG
3-L11TMx 2.0m LONG
SAWCUTSAW
CUT
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PLANNING PERMIT No DS/397/2016
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T - TELECOM CONDUIT
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W - WATER CONDUIT
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G - GAS CONDUIT
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S - SEWER MAIN
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E - ELECTRICAL CONDUIT
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%%uLEGEND
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OLD DRAINAGE AND PIT OR BY OTHERS
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NEW DRAINAGE AND PIT
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4. TRENCHES WITH PAVEMENT OR FOOTPATH AREAS ARE TO BE COMPLETELY BACKFILLED WITH
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5. ALL PIPE STUBS ARE TO CONSIST OF ONE FULL PIPE LENGTH UNLESS SHOWN OTHERWISE.
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6. ALL 100%%c uPVC TO BE CLASS SN10 & 150-225%%c uPVC TO BE CLASS SN8
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DRAINAGE NOTES
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1. ALL DRAINAGE PIPES AND PITS ARE TO BE 1m OFFSET OR AS SHOWN ON THE LAYOUT PLANS
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2. THE CONTRACTOR MUST CONTACT SERVICING AUTHORITIES TO ARRANGE SERVICE LOCATIONS
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PRIOR TO COMMENCEMENT OF EXCAVATION FOR THIS PROJECT.
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3. PITS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARDS OF THE
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MUNICIPALITY. STEEL GRATES ARE TO BE HOT DIP GALVANISED AFTER MANUFACTURE. THE
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TOP OF ALL GRATES MUST BE APPROXIMATELY 150mm BELOW THE SURROUNDING SURFACE.
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PROPERTY DRAINAGE CONNECTIONS ARE TO BE PROVIDED AS REQUIRED
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FINE CRUSHED ROCK STABLILSED AS REQUIRED BY COUNCIL IN 150mm LAYERS
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EXISTING TREES SHOWN TO BE REMOVED
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7. ALL SOLID PIT COVERS TO BE CLASS B FIBREGLASS BY R & S
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EXISTING CULVERT
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TO BE REMOVED
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NEW 1.5m PATH
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NEW U/G POWER
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CONDUIT TO BE
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INSTALLED TO ALLOW
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REMOVAL OF O/H LINES
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REMOVE EXISTING
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PIPE AND CROSSOVER
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REMOVE EXISTING
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PIPE AND CROSSOVER
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POWER POLE
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AND STAY TO
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BE REOMVED
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-5.00
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10.00
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0.00
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30.00
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20.00
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& REINSTATE
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AND DRIVEWAY
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EXISTING
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HANDRAIL TO
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REMAIL
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EXISTING SEWER
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TO MATCH NEW
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PATH LEVEL WITH
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NEW TYPE 'D' LID
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NEW ROAD LINE MARKINGS
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ROAD LINE MARKINGS TO BE REMOVED
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BY PROFILE GRINDING AND COVER WITH EMULSION
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NEW RRPM'S AS PER TRAFFIC ENGINEERING MANUAL VOL 2
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AND 7mm GRIT OR APPROVED GRIT BLASTING
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WORKS TO BE APPROVED BY VICROADS BEFORE STARTING
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ROAD LINE MARKINGS TO REMAIN
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SAWCUT PAVEMENT
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POWER POLE
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TO BE REMOVED
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EXISTING 525%%C
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EX RL 256.10
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PR RL 256.10
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EX RL 255.86
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PR RL 255.86
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EX RL 256.19
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PR RL 256.22
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EX RL 254.78
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PR RL 255.70
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EX RL 255.68
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PR RL 255.64
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EX RL 255.78
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PR RL 255.50
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EX RL 255.05
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PR RL 255.15
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EX RL 253.13
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PR RL 254.53
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EX RL 254.80
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PR RL 254.80
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EX RL 254.25
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PR RL 254.25
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EX RL 253.80
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PR RL 253.80
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EX RL 253.20
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PR RL 253.40
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EX RL 255.80
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PR RL 255.80
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EX RL 255.65
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PR RL 255.65
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EX RL 254.03
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PR RL 254.03
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EX RL 254.30
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PR RL 254.50
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EX RL 253.75
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PR RL 253.75
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EX RL 252.70
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PR RL 253.55
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EX RL 255.81
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PR RL 255.81
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175.00
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165.00
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157.54
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154.73
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145.00
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160.35
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160.00
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250.00
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191.89
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190.00
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186.69
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205.00
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197.09
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1.5m FOOTPATH
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PROPOSED
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STREET LIGHT
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PROPOSED
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STREET LIGHT
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CH316.00
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TP
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CH143.33
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3.70
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CH141.90
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CH138.91
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13.05
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15.66
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10.30
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13.95
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R8.0m
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R9.7m
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R9.7m
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3.70
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CH146.97
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TP
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TP
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TP
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TP
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CH153.73
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CH151.19
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CH146.97
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CH150.98
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CH154.73
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TP
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R6.05m
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R10.3m
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R13.95m
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TP
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TP
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TP
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TP
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TP
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CH160.35
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CH161.35
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CH163.90
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CH168.12
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R6.05m
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R9.7m
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3.70
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13.05
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15.66
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10.30
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0.05
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13.95
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CH168.12
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CH168.97
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TP
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TP
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CH186.69
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CH186.69
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TP
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3.70
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10.30
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13.95
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1.5m FOOTPATH
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CH183.98
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CH178.61
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R16.3m
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R19.95m
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R9.7m
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2.50
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2.50
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5.00
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5.00
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2.50
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CH197.09
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CH197.09
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TP
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TP
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TP
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CH196.60
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3.70
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10.30
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13.95
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6.60
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CH257.29
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5.00
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18.21
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21.86
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13.30
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CH191.89
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16.95
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CH157.54
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EX RL 256.03
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PR RL 256.07
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EX RL 256.62
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PR RL 256.72
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EX RL 257.07
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PR RL 257.07
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EX RL 256.70
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PR RL 256.81
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EX RL 256.29
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PR RL 256.29
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EX RL 256.09
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PR RL 256.09
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EX RL 257.55
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PR RL 257.58
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EX RL 255.78
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PR RL 255.78
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EX RL 253.80
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PR RL 254.75
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EX RL 253.38
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PR RL 254.30
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EX RL 252.70
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PR RL 253.80
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EX RL 255.70
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PR RL 255.97
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EX RL 255.05
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PR RL 255.85
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EX RL 256.08
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PR RL 256.00
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EX RL 255.40
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PR RL 256.04
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EX RL 256.90
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PR RL 256.40
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EX RL 256.16
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PR RL 256.20
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EX RL 256.93
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PR RL 256.93
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+ RL257.20
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+ RL257.39
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+ RL257.03
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+ RL257.15
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EX RL 257.60
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PR RL 256.97
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EX RL 257.05
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PR RL 257.05
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EX RL 257.85
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PR RL 257.50
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EX RL 256.60
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PR RL 256.85
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+ RL257.70
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+ RL257.70
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ALL FILLING TO BE DONE
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TO LEVEL 1 COMPACTION
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ALL FILLING TO BE DONE
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TO LEVEL 1 COMPACTION
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ALL FILLING TO BE DONE
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TO LEVEL 1 COMPACTION
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EX RL 257.61
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PR RL 257.61
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+ RL257.30
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RL 257.30
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min FLOOR LEVEL
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RL 257.50
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min FLOOR LEVEL
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IL 256.51
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IS BY THE CONTRACTOR
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NOTE: ALL EXISTING SERVICES TO BE
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LOCATED & DEPTHED BEFORE ANY EXCAVATION
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ALONG ANY WORKS AND THE RESPONSIBILITY
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RL257.70 +
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RL258.00 +
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+ RL258.80
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+ RL258.80
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+ RL258.20
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6.60
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4.00
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2.00
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6.00
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R19.95m
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2.50
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2.50
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5.00
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5.00
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2.50
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5.00
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EX RL 257.55
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PR RL 257.49
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+ RL257.20
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+ RL257.39
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+ RL257.03
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+ RL257.15
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+ RL257.70
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+ RL257.70
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+ RL257.20
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+ RL257.30
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+ RL257.33
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RL257.10+
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+ RL257.33
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AS CONTROLLED FILL.
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(AFTER COMPACTION) BY VIBRATING PLATE OR ROLLER SHALL BE SATISFACTORY
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SAND FILL TO A MAXIMUM DEPTH OF 800mm WELL COMPACTED IN 200mm LAYERS
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13. FILLING UNDER SLABS TO BE CONTROLLED FILL IN ACCORDANCE WITH AS 2870.
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12. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM AREA UNDER SLABS.
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11. ALL CONCRETE SHALL BE ADEQUATELY VIBRATED & CURED.
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FOAM, OR 3mm OF MALTHOID.
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PROVIDING 12mm THICKNESS OF BITUMINOUS IMPREGNATED CORK OR POLYSTYRENE
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VERTICAL FACES OF CONCRETE SHALL BE KEPT FREE OF BRICKWORK BY
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PROVIDING TWO LAYERS OF A SUITABLE MEMBRANE ("MALTHOID" OR SIMILAR).
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10. CONCRETE SHALL BE PREVENTED FROM BONDING TO SUPPORTING BRICKWORK BY
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CENTERS. CONDUITS, PIPES, ETC., SHALL NOT BE PLACED IN COVER CONCRETE.
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OF APPROVED PLASTIC TIPPED CHAIRS SPACED AT APPROXIMATELY 1 METRE
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9. CONCRETE COVER TO BE MAINTAINED DURING ALL POURING OPERATIONS BY THE USE
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EXTERNAL SLABS........................................30mm
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INTERNAL SLABS.........................................20mm
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BEAMS.........................................................40mm
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COLUMNS.....................................................50mm
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ABOVE GROUND:
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FORMED WALLS AND SLABS.......................30mm
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PAD FOOTINGS............................................75mm
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WALLS AND SLABS......................................65mm
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BEAMS, PEDESTALS AND STRIP FOOTING...40mm
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BELOW GROUND:
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8. CLEAR COVER TO REINFORCEMENT UNLESS OTHERWISE NOTED SHALL BE:
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N DENOTES HOT ROLLED DEFORMED BARS GRADE 500
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R DENOTES STRUCTURAL GRADE ROUND BARS GRADE 250
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7. REINFORCEMENT NOTATION AND GRADES:
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THE ENGINEER.
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6. CONCRETE COMPONENTS MUST NOT BE REDUCED OR HOLED WITHOUT APPROVAL FROM
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ALLOW FOR FINISHED, ARCHITECTURAL FACINGS, ETC.
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5. CONCRETE SIZES SHOWN ARE STRUCTURAL REQUIREMENTS BY DESIGN AND DO NOT
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4. CONCRETE COMPRESSIVE STRENGTH F'c = 32 MPa UNO.
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SLAB STIFFENING BEAMS 100 KPa
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STRIP FOOTINGS & SLAB EDGE BEAMS 100 KPa
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BEARING CAPACITY AS FOLLOWS:
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3. FOUNDATION MATERIAL TO BE APPROVED BEFORE PLACING CONCRETE FOR SAFE
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TO RELEVANT S.A.A. CODES.
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2. ALL MATERIALS AND METHODS OF CONSTRUCTION, TESTING, ETC. SHALL CONFORM
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SHALL BE REFERRED TO THE ENGINEERS.
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AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS. ANY DISCREPANCY
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1. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL
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CONCRETE NOTES
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FOOTINGS = 25 MPa
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SLABS = 32 MPa UNO.
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PROPOSED SUBDIVISION
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FOR MOONTA HOLDINGS PTY LTD
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AT 104 MARONG ROAD & MOONTA STREET
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WEST BENDIGO
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24000
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3
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APRIL '17
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APC
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DP-AD274
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EC 1180
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AMENDMENT
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DATE
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ISSUE TO
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NO.
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DATE
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NO.
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DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
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493 HARGREAVES ST, BENDIGO 3550.
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PHONE (03) 5441 4000.
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SCALE
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CONSULTING ENGINEERS
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COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
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SHEET No.
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DATE
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DRG. No.
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DRAWN
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ROAD WORKS
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A
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REVISE PLANS
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7/7
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E
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1:250 @ A1
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17/7
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REVISE PLANS
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B
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C
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REVISE PLANS
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27/7
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17/8
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REVISE PLANS
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D
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5/10
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REVISE PLANS
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E
STREETM
OONTA
UNION STREET
N
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N
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TBM 3
SPIKE PLACED
RL 258.215 (AHD)
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PLANNING PERMIT No DS/397/2016
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T - TELECOM CONDUIT
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W - WATER CONDUIT
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G - GAS CONDUIT
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S - SEWER MAIN
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E - ELECTRICAL CONDUIT
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%%uLEGEND
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OLD DRAINAGE AND PIT OR BY OTHERS
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NEW DRAINAGE AND PIT
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4. TRENCHES WITH PAVEMENT OR FOOTPATH AREAS ARE TO BE COMPLETELY BACKFILLED WITH
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5. ALL PIPE STUBS ARE TO CONSIST OF ONE FULL PIPE LENGTH UNLESS SHOWN OTHERWISE.
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6. ALL 100%%c uPVC TO BE CLASS SN10 & 150-225%%c uPVC TO BE CLASS SN8
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DRAINAGE NOTES
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1. ALL DRAINAGE PIPES AND PITS ARE TO BE 1m OFFSET OR AS SHOWN ON THE LAYOUT PLANS
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2. THE CONTRACTOR MUST CONTACT SERVICING AUTHORITIES TO ARRANGE SERVICE LOCATIONS
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PRIOR TO COMMENCEMENT OF EXCAVATION FOR THIS PROJECT.
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3. PITS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARDS OF THE
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MUNICIPALITY. STEEL GRATES ARE TO BE HOT DIP GALVANISED AFTER MANUFACTURE. THE
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TOP OF ALL GRATES MUST BE APPROXIMATELY 150mm BELOW THE SURROUNDING SURFACE.
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PROPERTY DRAINAGE CONNECTIONS ARE TO BE PROVIDED AS REQUIRED
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FINE CRUSHED ROCK STABLILSED AS REQUIRED BY COUNCIL IN 150mm LAYERS
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EXISTING TREES SHOWN TO BE REMOVED
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7. ALL SOLID PIT COVERS TO BE CLASS B FIBREGLASS BY R & S
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NEW ROAD LINE MARKINGS
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ROAD LINE MARKINGS TO BE REMOVED
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BY PROFILE GRINDING AND COVER WITH EMULSION
AutoCAD SHX Text
NEW RRPM'S AS PER TRAFFIC ENGINEERING MANUAL VOL 2
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AND 7mm GRIT OR APPROVED GRIT BLASTING
AutoCAD SHX Text
WORKS TO BE APPROVED BY VICROADS BEFORE STARTING
AutoCAD SHX Text
ROAD LINE MARKINGS TO REMAIN
AutoCAD SHX Text
SAWCUT PAVEMENT
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SAWCUT PAVEMENT
AutoCAD SHX Text
EX RL 253.13
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PR RL 254.53
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EX RL 252.70
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PR RL 253.55
AutoCAD SHX Text
EX RL 255.81
AutoCAD SHX Text
PR RL 255.81
AutoCAD SHX Text
EX RL 255.12
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PR RL 255.11
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EX RL 254.91
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PR RL 255.00
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85.00
AutoCAD SHX Text
70.00
AutoCAD SHX Text
40.00
AutoCAD SHX Text
55.00
AutoCAD SHX Text
220.00
AutoCAD SHX Text
227.52
AutoCAD SHX Text
219.15
AutoCAD SHX Text
165.00
AutoCAD SHX Text
130.00
AutoCAD SHX Text
145.00
AutoCAD SHX Text
250.00
AutoCAD SHX Text
235.00
AutoCAD SHX Text
223.34
AutoCAD SHX Text
100.00
AutoCAD SHX Text
115.00
AutoCAD SHX Text
205.00
AutoCAD SHX Text
197.09
AutoCAD SHX Text
5.48
AutoCAD SHX Text
17.12
AutoCAD SHX Text
CH52.12
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CH50.11
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CH58.07
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CH60.09
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TAPER DOWN
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END OF KERB
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R8.0m
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R8.0m
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TGSI
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TGSI
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STREET
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SIGN
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9.83
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1.5m FOOTPATH
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R50.0m
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R56.6m
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9.83
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CH82.91
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CH90.31
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9.57
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R50.0m
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R43.4m
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15.95
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9.92
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10.30
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3.70
AutoCAD SHX Text
CH 100.00
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CH103.88
AutoCAD SHX Text
CH103.07
AutoCAD SHX Text
CH109.21
AutoCAD SHX Text
CH106.12
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13.95
AutoCAD SHX Text
6.60
AutoCAD SHX Text
1.5m FOOTPATH
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PROPOSED
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STREET LIGHT
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PROPOSED
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STREET LIGHT
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PROPOSED
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STREET LIGHT
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PROPOSED
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STREET LIGHT
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TP
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TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
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TP
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TP
AutoCAD SHX Text
TP
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TP
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TP
AutoCAD SHX Text
TP
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CH120.74
AutoCAD SHX Text
CH120.62
AutoCAD SHX Text
CH124.79
AutoCAD SHX Text
3.70
AutoCAD SHX Text
CH316.00
AutoCAD SHX Text
TP
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CH143.33
AutoCAD SHX Text
CH141.90
AutoCAD SHX Text
CH138.91
AutoCAD SHX Text
R8.0m
AutoCAD SHX Text
R8.0m
AutoCAD SHX Text
CH197.09
AutoCAD SHX Text
CH197.09
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
CH196.60
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
CH219.15
AutoCAD SHX Text
CH219.15
AutoCAD SHX Text
CH213.60
AutoCAD SHX Text
3.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
13.95
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6.60
AutoCAD SHX Text
3.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
13.95
AutoCAD SHX Text
R9.7m
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R16.3m
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R19.95m
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CH227.52
AutoCAD SHX Text
6.60
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4.00
AutoCAD SHX Text
2.00
AutoCAD SHX Text
3.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
13.95
AutoCAD SHX Text
CH239.07
AutoCAD SHX Text
CH237.29
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
CH252.87
AutoCAD SHX Text
CH255.08
AutoCAD SHX Text
3.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
13.95
AutoCAD SHX Text
CH256.28
AutoCAD SHX Text
CH159.25
AutoCAD SHX Text
CH119.12
AutoCAD SHX Text
CH257.29
AutoCAD SHX Text
CH227.52
AutoCAD SHX Text
6.00
AutoCAD SHX Text
CH223.34
AutoCAD SHX Text
12.00
AutoCAD SHX Text
15.65
AutoCAD SHX Text
EX RL 252.31
AutoCAD SHX Text
PR RL 254.09
AutoCAD SHX Text
EX RL 252.22
AutoCAD SHX Text
PR RL 253.57
AutoCAD SHX Text
EX RL 252.30
AutoCAD SHX Text
PR RL 252.48
AutoCAD SHX Text
THIS AREA TO BE FILLED AND
AutoCAD SHX Text
BATTERED DOWN FROM
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FOOTPATH LEVEL @ 1 in 8
AutoCAD SHX Text
EX RL 258.37
AutoCAD SHX Text
PR RL 258.35
AutoCAD SHX Text
EX RL 258.56
AutoCAD SHX Text
PR RL 258.50
AutoCAD SHX Text
EX RL 258.25
AutoCAD SHX Text
PR RL 258.20
AutoCAD SHX Text
EX RL 257.40
AutoCAD SHX Text
PR RL 257.49
AutoCAD SHX Text
EX RL 256.40
AutoCAD SHX Text
PR RL 256.61
AutoCAD SHX Text
EX RL 257.72
AutoCAD SHX Text
PR RL 257.72
AutoCAD SHX Text
EX RL 257.85
AutoCAD SHX Text
PR RL 257.85
AutoCAD SHX Text
EX RL 255.78
AutoCAD SHX Text
PR RL 255.78
AutoCAD SHX Text
EX RL 252.70
AutoCAD SHX Text
PR RL 253.80
AutoCAD SHX Text
RL257.70 +
AutoCAD SHX Text
RL258.00 +
AutoCAD SHX Text
+ RL258.80
AutoCAD SHX Text
+ RL258.80
AutoCAD SHX Text
EX RL 254.64
AutoCAD SHX Text
PR RL 254.64
AutoCAD SHX Text
ALL FILLING TO BE DONE
AutoCAD SHX Text
TO LEVEL 1 COMPACTION
AutoCAD SHX Text
ALL FILLING TO BE DONE
AutoCAD SHX Text
TO LEVEL 1 COMPACTION
AutoCAD SHX Text
TGSI
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TGSI
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6.60
AutoCAD SHX Text
3.23
AutoCAD SHX Text
3.23
AutoCAD SHX Text
2.97
AutoCAD SHX Text
TP
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TP
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3.37
AutoCAD SHX Text
CH119.12
AutoCAD SHX Text
CH58.15
AutoCAD SHX Text
CH54.81
AutoCAD SHX Text
CH57.14
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EX RL 257.61
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PR RL 257.61
AutoCAD SHX Text
0.00
AutoCAD SHX Text
10.00
AutoCAD SHX Text
20.00
AutoCAD SHX Text
30.00
AutoCAD SHX Text
NEW GATIC SEWER LID
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TO BE INSTALLED TO
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MATCH INTO PATH
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CH1.47
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CH24.16
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CH26.26
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CH3.08
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IS BY THE CONTRACTOR
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NOTE: ALL EXISTING SERVICES TO BE
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LOCATED & DEPTHED BEFORE ANY EXCAVATION
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ALONG ANY WORKS AND THE RESPONSIBILITY
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PROPOSED SUBDIVISION
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FOR MOONTA HOLDINGS PTY LTD
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AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
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24000
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4
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APRIL '17
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APC
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DP-AD274
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EC 1180
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AMENDMENT
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DATE
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ISSUE TO
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NO.
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DATE
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NO.
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DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
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493 HARGREAVES ST, BENDIGO 3550.
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PHONE (03) 5441 4000.
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SCALE
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CONSULTING ENGINEERS
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COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
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SHEET No.
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DATE
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DRG. No.
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DRAWN
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ROAD WORKS
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A
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REVISE PLANS
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7/7
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E
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1:250 @ A1
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17/7
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REVISE PLANS
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B
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C
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REVISE PLANS
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27/7
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17/8
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REVISE PLANS
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D
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5/10
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REVISE PLANS
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E
MARONG ROAD
N
o
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0
6
N
o
.1
0
4
348°36' 63.05
165°42' 49.86
258°50' 26.73
20
TBM 5
RIVET IN S.M.H.
RL 255.70 (AHD)
261°38' 38.97
259°52' 35.39
257°05' 32.82
162°12' 62.26
5
5
°
2
7
'
3
0
.
5
7
3
3
3
°
2
7
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4
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8
10
1119
18
9
1
No.100-102 No.98 No.96
No.92-94
No.88-90
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
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T - TELECOM CONDUIT
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W - WATER CONDUIT
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G - GAS CONDUIT
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S - SEWER MAIN
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E - ELECTRICAL CONDUIT
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%%uLEGEND
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OLD DRAINAGE AND PIT OR BY OTHERS
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NEW DRAINAGE AND PIT
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4. TRENCHES WITH PAVEMENT OR FOOTPATH AREAS ARE TO BE COMPLETELY BACKFILLED WITH
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5. ALL PIPE STUBS ARE TO CONSIST OF ONE FULL PIPE LENGTH UNLESS SHOWN OTHERWISE.
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6. ALL 100%%c uPVC TO BE CLASS SN10 & 150-225%%c uPVC TO BE CLASS SN8
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DRAINAGE NOTES
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1. ALL DRAINAGE PIPES AND PITS ARE TO BE 1m OFFSET OR AS SHOWN ON THE LAYOUT PLANS
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2. THE CONTRACTOR MUST CONTACT SERVICING AUTHORITIES TO ARRANGE SERVICE LOCATIONS
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PRIOR TO COMMENCEMENT OF EXCAVATION FOR THIS PROJECT.
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3. PITS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARDS OF THE
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MUNICIPALITY. STEEL GRATES ARE TO BE HOT DIP GALVANISED AFTER MANUFACTURE. THE
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TOP OF ALL GRATES MUST BE APPROXIMATELY 150mm BELOW THE SURROUNDING SURFACE.
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PROPERTY DRAINAGE CONNECTIONS ARE TO BE PROVIDED AS REQUIRED
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FINE CRUSHED ROCK STABLILSED AS REQUIRED BY COUNCIL IN 150mm LAYERS
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EXISTING TREES SHOWN TO BE REMOVED
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7. ALL SOLID PIT COVERS TO BE CLASS B FIBREGLASS BY R & S
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600 CONC
AutoCAD SHX Text
600 CONC
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NEW G.J.P.
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RL 256.80
AutoCAD SHX Text
600x1200
AutoCAD SHX Text
IL 254.40
AutoCAD SHX Text
40
AutoCAD SHX Text
41
AutoCAD SHX Text
1in29.80
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1in36.16
AutoCAD SHX Text
750%%CRCP
AutoCAD SHX Text
2480
AutoCAD SHX Text
6000
AutoCAD SHX Text
256.400
AutoCAD SHX Text
256.600
AutoCAD SHX Text
256.800
AutoCAD SHX Text
257.000
AutoCAD SHX Text
257.200
AutoCAD SHX Text
257.400
AutoCAD SHX Text
257.600
AutoCAD SHX Text
257.800
AutoCAD SHX Text
258.000
AutoCAD SHX Text
258.200
AutoCAD SHX Text
REMOVE & INSTALL
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NEW PIPE & MAKE GOOD
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NEW G.J.P.
AutoCAD SHX Text
RL 256.40
AutoCAD SHX Text
600x1200
AutoCAD SHX Text
IL 254.65
AutoCAD SHX Text
RAISED GRATE
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EXISTING 525%%C
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EX RL 256.10
AutoCAD SHX Text
PR RL 256.10
AutoCAD SHX Text
EX RL 255.86
AutoCAD SHX Text
PR RL 255.86
AutoCAD SHX Text
EX RL 256.19
AutoCAD SHX Text
PR RL 256.22
AutoCAD SHX Text
EX RL 254.78
AutoCAD SHX Text
PR RL 255.70
AutoCAD SHX Text
EX RL 255.68
AutoCAD SHX Text
PR RL 255.64
AutoCAD SHX Text
EX RL 255.78
AutoCAD SHX Text
PR RL 255.50
AutoCAD SHX Text
EX RL 255.05
AutoCAD SHX Text
PR RL 255.15
AutoCAD SHX Text
EX RL 253.13
AutoCAD SHX Text
PR RL 254.53
AutoCAD SHX Text
EX RL 254.80
AutoCAD SHX Text
PR RL 254.80
AutoCAD SHX Text
EX RL 254.25
AutoCAD SHX Text
PR RL 254.25
AutoCAD SHX Text
EX RL 253.80
AutoCAD SHX Text
PR RL 253.80
AutoCAD SHX Text
EX RL 253.20
AutoCAD SHX Text
PR RL 253.40
AutoCAD SHX Text
EX RL 255.80
AutoCAD SHX Text
PR RL 255.80
AutoCAD SHX Text
EX RL 255.65
AutoCAD SHX Text
PR RL 255.65
AutoCAD SHX Text
EX RL 254.03
AutoCAD SHX Text
PR RL 254.03
AutoCAD SHX Text
EX RL 254.30
AutoCAD SHX Text
PR RL 254.50
AutoCAD SHX Text
EX RL 253.75
AutoCAD SHX Text
PR RL 253.75
AutoCAD SHX Text
EX RL 252.70
AutoCAD SHX Text
PR RL 253.55
AutoCAD SHX Text
EX RL 255.81
AutoCAD SHX Text
PR RL 255.81
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
EX RL 256.03
AutoCAD SHX Text
PR RL 256.07
AutoCAD SHX Text
EX RL 256.62
AutoCAD SHX Text
PR RL 256.72
AutoCAD SHX Text
EX RL 257.07
AutoCAD SHX Text
PR RL 257.07
AutoCAD SHX Text
EX RL 256.70
AutoCAD SHX Text
PR RL 256.81
AutoCAD SHX Text
EX RL 256.29
AutoCAD SHX Text
PR RL 256.29
AutoCAD SHX Text
EX RL 256.09
AutoCAD SHX Text
PR RL 256.09
AutoCAD SHX Text
EX RL 257.55
AutoCAD SHX Text
PR RL 257.58
AutoCAD SHX Text
EX RL 255.78
AutoCAD SHX Text
PR RL 255.78
AutoCAD SHX Text
EX RL 253.80
AutoCAD SHX Text
PR RL 254.75
AutoCAD SHX Text
EX RL 253.38
AutoCAD SHX Text
PR RL 254.30
AutoCAD SHX Text
EX RL 252.70
AutoCAD SHX Text
PR RL 253.80
AutoCAD SHX Text
EX RL 255.70
AutoCAD SHX Text
PR RL 255.97
AutoCAD SHX Text
EX RL 255.05
AutoCAD SHX Text
PR RL 255.85
AutoCAD SHX Text
EX RL 256.08
AutoCAD SHX Text
PR RL 256.00
AutoCAD SHX Text
EX RL 255.40
AutoCAD SHX Text
PR RL 256.04
AutoCAD SHX Text
EX RL 256.90
AutoCAD SHX Text
PR RL 256.40
AutoCAD SHX Text
EX RL 256.16
AutoCAD SHX Text
PR RL 256.20
AutoCAD SHX Text
EX RL 256.93
AutoCAD SHX Text
PR RL 256.93
AutoCAD SHX Text
+ RL257.20
AutoCAD SHX Text
+ RL257.39
AutoCAD SHX Text
+ RL257.03
AutoCAD SHX Text
+ RL257.15
AutoCAD SHX Text
EX RL 257.60
AutoCAD SHX Text
PR RL 256.97
AutoCAD SHX Text
EX RL 257.05
AutoCAD SHX Text
PR RL 257.05
AutoCAD SHX Text
EX RL 257.85
AutoCAD SHX Text
PR RL 257.50
AutoCAD SHX Text
EX RL 256.60
AutoCAD SHX Text
PR RL 256.85
AutoCAD SHX Text
+ RL257.70
AutoCAD SHX Text
+ RL257.70
AutoCAD SHX Text
NEW S.E.P.
AutoCAD SHX Text
RL 255.38
AutoCAD SHX Text
600x900
AutoCAD SHX Text
14
AutoCAD SHX Text
1in34.12
AutoCAD SHX Text
450%%cRCP
AutoCAD SHX Text
1in75.00
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
100%%cUPVC
AutoCAD SHX Text
1in40.80
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1in67.73
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1in28.97
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1in75.00
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
100%%cUPVC
AutoCAD SHX Text
1in24.21
AutoCAD SHX Text
150%%cUPVC
AutoCAD SHX Text
1in22.67
AutoCAD SHX Text
150%%cUPVC
AutoCAD SHX Text
NEW S.E.P.
AutoCAD SHX Text
RL 255.54
AutoCAD SHX Text
600x900
AutoCAD SHX Text
IL 254.10
AutoCAD SHX Text
15
AutoCAD SHX Text
NEW S.E.P.
AutoCAD SHX Text
RL 255.78
AutoCAD SHX Text
600x900
AutoCAD SHX Text
IL 254.75
AutoCAD SHX Text
16
AutoCAD SHX Text
NEW S.E.P.
AutoCAD SHX Text
RL 256.13
AutoCAD SHX Text
600x900
AutoCAD SHX Text
IL 255.05
AutoCAD SHX Text
17
AutoCAD SHX Text
NEW S.E.P.
AutoCAD SHX Text
RL 256.75
AutoCAD SHX Text
600x900
AutoCAD SHX Text
IL 255.65
AutoCAD SHX Text
18
AutoCAD SHX Text
NEW S.E.P.
AutoCAD SHX Text
RL 256.92
AutoCAD SHX Text
600x900
AutoCAD SHX Text
IL 255.75
AutoCAD SHX Text
19
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 257.03
AutoCAD SHX Text
600x600
AutoCAD SHX Text
IL 256.43
AutoCAD SHX Text
20
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 257.45
AutoCAD SHX Text
600x600
AutoCAD SHX Text
IL 256.75
AutoCAD SHX Text
21
AutoCAD SHX Text
600x900
AutoCAD SHX Text
IL 254.40
AutoCAD SHX Text
22
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 253.55
AutoCAD SHX Text
600x1500
AutoCAD SHX Text
IL 252.06
AutoCAD SHX Text
35
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 253.75
AutoCAD SHX Text
450x450
AutoCAD SHX Text
IL 252.26
AutoCAD SHX Text
36
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 254.03
AutoCAD SHX Text
450x450
AutoCAD SHX Text
IL 252.46
AutoCAD SHX Text
37
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 254.23
AutoCAD SHX Text
1500x1500
AutoCAD SHX Text
IL 252.56
AutoCAD SHX Text
38
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 254.55
AutoCAD SHX Text
600x1200
AutoCAD SHX Text
IL 252.66
AutoCAD SHX Text
39
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 256.65
AutoCAD SHX Text
600x1200
AutoCAD SHX Text
IL 253.80
AutoCAD SHX Text
42
AutoCAD SHX Text
OVER PIPE
AutoCAD SHX Text
RL 255.80
AutoCAD SHX Text
450x450
AutoCAD SHX Text
IL 254.20
AutoCAD SHX Text
43
AutoCAD SHX Text
OVER PIPE
AutoCAD SHX Text
RL 256.00
AutoCAD SHX Text
450x450
AutoCAD SHX Text
IL 254.40
AutoCAD SHX Text
44
AutoCAD SHX Text
OVER PIPE
AutoCAD SHX Text
RL 256.20
AutoCAD SHX Text
450x450
AutoCAD SHX Text
IL 254.60
AutoCAD SHX Text
45
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 256.93
AutoCAD SHX Text
600x1200
AutoCAD SHX Text
IL 254.60
AutoCAD SHX Text
46
AutoCAD SHX Text
NEW G.J.P.
AutoCAD SHX Text
RL 256.65
AutoCAD SHX Text
1200x1200
AutoCAD SHX Text
IL 254.80
AutoCAD SHX Text
47
AutoCAD SHX Text
NEW J.P.
AutoCAD SHX Text
RL 258.60
AutoCAD SHX Text
600x900
AutoCAD SHX Text
IL 256.00
AutoCAD SHX Text
48
AutoCAD SHX Text
IL 253.85
AutoCAD SHX Text
IL 253.95
AutoCAD SHX Text
IL255.80
AutoCAD SHX Text
1in67.00
AutoCAD SHX Text
1200%%CRCP
AutoCAD SHX Text
1in78.96
AutoCAD SHX Text
1200%%CRCP
AutoCAD SHX Text
1in73.30
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1in29.80
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1in35.51
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1in85.91
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1in95.40
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
525%%cRCP
AutoCAD SHX Text
1in34.28
AutoCAD SHX Text
BEACHING TO BE 23.5m LONG
AutoCAD SHX Text
D50 = 175%%c STONES 350mm DEEP
AutoCAD SHX Text
3520
AutoCAD SHX Text
1000
AutoCAD SHX Text
3220
AutoCAD SHX Text
1000
AutoCAD SHX Text
2920
AutoCAD SHX Text
1000
AutoCAD SHX Text
2740
AutoCAD SHX Text
2485
AutoCAD SHX Text
1000
AutoCAD SHX Text
2770
AutoCAD SHX Text
1000
AutoCAD SHX Text
1000
AutoCAD SHX Text
2815
AutoCAD SHX Text
EX RL 257.61
AutoCAD SHX Text
PR RL 257.61
AutoCAD SHX Text
+ RL257.30
AutoCAD SHX Text
255.20
AutoCAD SHX Text
255.00
AutoCAD SHX Text
254.00
AutoCAD SHX Text
253.60
AutoCAD SHX Text
254.80
AutoCAD SHX Text
253.80
AutoCAD SHX Text
255.40
AutoCAD SHX Text
255.60
AutoCAD SHX Text
255.80
AutoCAD SHX Text
256.00
AutoCAD SHX Text
256.20
AutoCAD SHX Text
256.40
AutoCAD SHX Text
256.60
AutoCAD SHX Text
256.80
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.20
AutoCAD SHX Text
257.40
AutoCAD SHX Text
257.60
AutoCAD SHX Text
256.000
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256.200
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256.400
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2
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8
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4
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8
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.
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8
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0
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0
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259.000
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2
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5
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9
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.
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0
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0
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0
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
9
AutoCAD SHX Text
.
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
259.200
AutoCAD SHX Text
2
AutoCAD SHX Text
5
AutoCAD SHX Text
9
AutoCAD SHX Text
.
AutoCAD SHX Text
2
AutoCAD SHX Text
0
AutoCAD SHX Text
0
AutoCAD SHX Text
259.400
AutoCAD SHX Text
259.600
AutoCAD SHX Text
259.800
AutoCAD SHX Text
260.000
AutoCAD SHX Text
260.200
AutoCAD SHX Text
254.40
AutoCAD SHX Text
254.20
AutoCAD SHX Text
253.80
AutoCAD SHX Text
254.00
AutoCAD SHX Text
254.60
AutoCAD SHX Text
254.80
AutoCAD SHX Text
255.00
AutoCAD SHX Text
255.20
AutoCAD SHX Text
255.40
AutoCAD SHX Text
255.60
AutoCAD SHX Text
DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
AutoCAD SHX Text
DRAIN POINT
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DRAIN POINT
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DRAIN POINT
AutoCAD SHX Text
DRAIN POINT
AutoCAD SHX Text
DRAIN POINT
AutoCAD SHX Text
CATCH DRAIN
AutoCAD SHX Text
CATCH DRAIN
AutoCAD SHX Text
CATCH DRAIN
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CATCH DRAIN
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CATCH DRAIN
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CATCH DRAIN
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CATCH DRAIN
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CATCH DRAIN
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CATCH DRAIN
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RAISED GRATE
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1% FLOW
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PATH TO
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NEW PIT
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NEW S.E.P.
AutoCAD SHX Text
RL 255.26
AutoCAD SHX Text
600x900
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IL 254.32
AutoCAD SHX Text
28
AutoCAD SHX Text
1in79.93
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
RL 257.30
AutoCAD SHX Text
min FLOOR LEVEL
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RL 257.50
AutoCAD SHX Text
min FLOOR LEVEL
AutoCAD SHX Text
IL 254.25
AutoCAD SHX Text
NEW G.J.P.
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NEW G.J.P.
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NEW G.J.P.
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OVER PIPE
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OVER PIPE
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IL 256.51
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IL 255.50
AutoCAD SHX Text
IL 252.86
AutoCAD SHX Text
IL 253.60
AutoCAD SHX Text
EMBANKMENT
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RL 256.85 AT
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NEW PIT
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IS BY THE CONTRACTOR
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NOTE: ALL EXISTING SERVICES TO BE
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LOCATED & DEPTHED BEFORE ANY EXCAVATION
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ALONG ANY WORKS AND THE RESPONSIBILITY
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APP. DEPTH
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PIT SIZE
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INLET
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OUTLET
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FINISHED
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INTERNAL
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PIT No.
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PIT TYPE
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1
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TO INVERT
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R.L
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R.L
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COVER R.L
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REMARKS
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PIT SCHEDULE
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250.60
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2
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S.E.P.
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900x600
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250.65
AutoCAD SHX Text
251.62
AutoCAD SHX Text
0.97
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3
AutoCAD SHX Text
4
AutoCAD SHX Text
900x600
AutoCAD SHX Text
250.88
AutoCAD SHX Text
252.03
AutoCAD SHX Text
1.15
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900x600
AutoCAD SHX Text
250.95
AutoCAD SHX Text
252.20
AutoCAD SHX Text
1.25
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END WALL
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5
AutoCAD SHX Text
900x600
AutoCAD SHX Text
251.20
AutoCAD SHX Text
251.20
AutoCAD SHX Text
252.50
AutoCAD SHX Text
1.30
AutoCAD SHX Text
6
AutoCAD SHX Text
900x600
AutoCAD SHX Text
251.85
AutoCAD SHX Text
252.74
AutoCAD SHX Text
0.89
AutoCAD SHX Text
7
AutoCAD SHX Text
900x600
AutoCAD SHX Text
252.70
AutoCAD SHX Text
254.04
AutoCAD SHX Text
1.34
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
8
AutoCAD SHX Text
900x600
AutoCAD SHX Text
253.20
AutoCAD SHX Text
254.16
AutoCAD SHX Text
0.96
AutoCAD SHX Text
9
AutoCAD SHX Text
600x600
AutoCAD SHX Text
254.95
AutoCAD SHX Text
255.89
AutoCAD SHX Text
0.94
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
900x600
AutoCAD SHX Text
255.80
AutoCAD SHX Text
256.72
AutoCAD SHX Text
0.92
AutoCAD SHX Text
900x600
AutoCAD SHX Text
256.70
AutoCAD SHX Text
257.98
AutoCAD SHX Text
1.28
AutoCAD SHX Text
12
AutoCAD SHX Text
900x600
AutoCAD SHX Text
257.50
AutoCAD SHX Text
257.50
AutoCAD SHX Text
258.43
AutoCAD SHX Text
0.93
AutoCAD SHX Text
13
AutoCAD SHX Text
900x600
AutoCAD SHX Text
252.85
AutoCAD SHX Text
252.85
AutoCAD SHX Text
254.22
AutoCAD SHX Text
1.37
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
14
AutoCAD SHX Text
900x600
AutoCAD SHX Text
253.85
AutoCAD SHX Text
255.38
AutoCAD SHX Text
1.53
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
15
AutoCAD SHX Text
900x600
AutoCAD SHX Text
253.95
AutoCAD SHX Text
255.54
AutoCAD SHX Text
1.59
AutoCAD SHX Text
16
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
900x900
AutoCAD SHX Text
254.75
AutoCAD SHX Text
255.78
AutoCAD SHX Text
1.03
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
900x600
AutoCAD SHX Text
255.05
AutoCAD SHX Text
256.13
AutoCAD SHX Text
1.08
AutoCAD SHX Text
900x600
AutoCAD SHX Text
255.65
AutoCAD SHX Text
256.75
AutoCAD SHX Text
1.10
AutoCAD SHX Text
19
AutoCAD SHX Text
900x600
AutoCAD SHX Text
255.75
AutoCAD SHX Text
256.92
AutoCAD SHX Text
1.17
AutoCAD SHX Text
20
AutoCAD SHX Text
600x600
AutoCAD SHX Text
256.43
AutoCAD SHX Text
256.43
AutoCAD SHX Text
257.03
AutoCAD SHX Text
0.60
AutoCAD SHX Text
21
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
900x600
AutoCAD SHX Text
256.75
AutoCAD SHX Text
257.45
AutoCAD SHX Text
0.70
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
22
AutoCAD SHX Text
900x600
AutoCAD SHX Text
254.40
AutoCAD SHX Text
255.52
AutoCAD SHX Text
1.12
AutoCAD SHX Text
23
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
900x600
AutoCAD SHX Text
254.50
AutoCAD SHX Text
255.36
AutoCAD SHX Text
0.86
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
900x600
AutoCAD SHX Text
256.60
AutoCAD SHX Text
257.79
AutoCAD SHX Text
1.19
AutoCAD SHX Text
900x600
AutoCAD SHX Text
257.00
AutoCAD SHX Text
258.06
AutoCAD SHX Text
1.06
AutoCAD SHX Text
26
AutoCAD SHX Text
900x600
AutoCAD SHX Text
256.85
AutoCAD SHX Text
256.70
AutoCAD SHX Text
257.43
AutoCAD SHX Text
0.73
AutoCAD SHX Text
27
AutoCAD SHX Text
600x600
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.70
AutoCAD SHX Text
0.70
AutoCAD SHX Text
28
AutoCAD SHX Text
S.E.P.
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S.E.P.
AutoCAD SHX Text
29
AutoCAD SHX Text
250.65
AutoCAD SHX Text
250.88
AutoCAD SHX Text
250.95
AutoCAD SHX Text
252.95
AutoCAD SHX Text
253.20
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
251.35
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
252.70
AutoCAD SHX Text
254.95
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
255.80
AutoCAD SHX Text
256.70
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
254.00
AutoCAD SHX Text
254.50
AutoCAD SHX Text
254.75
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
255.05
AutoCAD SHX Text
255.80
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
256.60
AutoCAD SHX Text
254.40
AutoCAD SHX Text
254.25
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
254.40
AutoCAD SHX Text
256.60
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
255.65
AutoCAD SHX Text
DELETED
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PIT TO BE SD480 TYPE
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PIT TO BE SD480 TYPE
AutoCAD SHX Text
PIT TO BE SD480 TYPE
AutoCAD SHX Text
PIT TO BE SD480 TYPE
AutoCAD SHX Text
PIT TO BE SD480 TYPE
AutoCAD SHX Text
PIT TO BE SD480 TYPE
AutoCAD SHX Text
PIT TO BE SD480 TYPE
AutoCAD SHX Text
PIT TO BE SD480A TYPE
AutoCAD SHX Text
PIT TO BE SD480A TYPE
AutoCAD SHX Text
PIT TO BE SD480A TYPE
AutoCAD SHX Text
PIT TO BE SD480A TYPE
AutoCAD SHX Text
900x600
AutoCAD SHX Text
254.32
AutoCAD SHX Text
255.26
AutoCAD SHX Text
0.94
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
254.32
AutoCAD SHX Text
30
AutoCAD SHX Text
31
AutoCAD SHX Text
32
AutoCAD SHX Text
33
AutoCAD SHX Text
34
AutoCAD SHX Text
252.00
AutoCAD SHX Text
35
AutoCAD SHX Text
1500x600
AutoCAD SHX Text
252.06
AutoCAD SHX Text
252.06
AutoCAD SHX Text
253.55
AutoCAD SHX Text
1.49
AutoCAD SHX Text
36
AutoCAD SHX Text
450x450
AutoCAD SHX Text
252.26
AutoCAD SHX Text
252.26
AutoCAD SHX Text
253.75
AutoCAD SHX Text
1.49
AutoCAD SHX Text
37
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
450x450
AutoCAD SHX Text
252.46
AutoCAD SHX Text
254.03
AutoCAD SHX Text
1.57
AutoCAD SHX Text
38
AutoCAD SHX Text
G.J.P.
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1500x1500
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252.56
AutoCAD SHX Text
254.23
AutoCAD SHX Text
1.67
AutoCAD SHX Text
39
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
1200x600
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252.66
AutoCAD SHX Text
254.55
AutoCAD SHX Text
1.89
AutoCAD SHX Text
40
AutoCAD SHX Text
1200x600
AutoCAD SHX Text
254.40
AutoCAD SHX Text
256.80
AutoCAD SHX Text
2.40
AutoCAD SHX Text
41
AutoCAD SHX Text
254.65
AutoCAD SHX Text
42
AutoCAD SHX Text
43
AutoCAD SHX Text
1200x600
AutoCAD SHX Text
253.60
AutoCAD SHX Text
255.65
AutoCAD SHX Text
2.05
AutoCAD SHX Text
450x450
AutoCAD SHX Text
254.20
AutoCAD SHX Text
255.80
AutoCAD SHX Text
1.60
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
44
AutoCAD SHX Text
450x450
AutoCAD SHX Text
254.40
AutoCAD SHX Text
254.40
AutoCAD SHX Text
256.00
AutoCAD SHX Text
1.60
AutoCAD SHX Text
45
AutoCAD SHX Text
450x450
AutoCAD SHX Text
254.60
AutoCAD SHX Text
254.60
AutoCAD SHX Text
256.20
AutoCAD SHX Text
1.60
AutoCAD SHX Text
G.J.P.
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46
AutoCAD SHX Text
G.J.P.
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1200x600
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254.60
AutoCAD SHX Text
256.93
AutoCAD SHX Text
2.13
AutoCAD SHX Text
47
AutoCAD SHX Text
G.J.P.
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1200x1200
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254.80
AutoCAD SHX Text
256.65
AutoCAD SHX Text
1.85
AutoCAD SHX Text
48
AutoCAD SHX Text
900x600
AutoCAD SHX Text
256.40
AutoCAD SHX Text
256.00
AutoCAD SHX Text
258.60
AutoCAD SHX Text
2.60
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J.P.
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G.J.P.
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G.J.P.
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END WALL
AutoCAD SHX Text
252.46
AutoCAD SHX Text
252.56
AutoCAD SHX Text
252.66
AutoCAD SHX Text
254.40
AutoCAD SHX Text
254.20
AutoCAD SHX Text
253.80
AutoCAD SHX Text
252.86
AutoCAD SHX Text
G.J.P.
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G.J.P.
AutoCAD SHX Text
G.J.P.
AutoCAD SHX Text
254.60
AutoCAD SHX Text
254.80
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DELETED
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DELETED
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DELETED
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DELETED
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RAISED GRATE REQUIRED
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PIT OVER PIPE
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PIT OVER PIPE
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PIT OVER PIPE
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PIT OVER PIPE
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PIT OVER PIPE
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RAISED GRATE REQUIRED
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1200x600
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256.40
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1.75
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G.J.P.
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CONCRETE ENDWALL ELEVATION
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COMPACTED CLASS 2 F.C.R.
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60mm THICK BED OF
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CONCRETE ENDWALL SECTION
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CONCRETE ENDWALL PLAN VIEW
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1200%%C
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1200%%C
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1000
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1000
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225
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150
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225
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600
AutoCAD SHX Text
225
AutoCAD SHX Text
275
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100
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SLOPE ACCORDING TO
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MATCH INVERT LEVEL
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min 1 in 50
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EXISTING GROUND CONDITIONS
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NOTE: CONCRETE STRENGTH 25 MPa
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1000
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1000
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ENDWALL 34 DETAILS
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1200%%C
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RAISED GRATE AS PER MELBOURNE
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WATER DETAIL DRAWING 7251/08/423
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200
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100
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GROUND LEVEL
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DRAINAGE PIT
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PIT 41 & 47 GRATE DETAILS
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PROPOSED SUBDIVISION
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FOR MOONTA HOLDINGS PTY LTD
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AT 104 MARONG ROAD & MOONTA STREET
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WEST BENDIGO
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24000
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5
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APRIL '17
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APC
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DP-AD274
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EC 1180
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AMENDMENT
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DATE
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ISSUE TO
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NO.
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DATE
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NO.
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DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
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493 HARGREAVES ST, BENDIGO 3550.
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PHONE (03) 5441 4000.
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SCALE
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CONSULTING ENGINEERS
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COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
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SHEET No.
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DATE
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DRG. No.
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DRAWN
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DRAINAGE PLAN
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A
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REVISE PLANS
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7/7
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1:250 @ A1
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H
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17/7
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REVISE PLANS
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B
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C
AutoCAD SHX Text
REVISE PLANS
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27/7
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17/8
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REVISE PLANS
AutoCAD SHX Text
D
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22/9
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
E
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5/10
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REVISE PLANS
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F
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9/10
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REVISE PLANS
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G
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13/10
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REVISE PLANS
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H
STREETM
OONTA
UNION STREET
N
o
.8
N
o
.1
0
TBM 3
SPIKE PLACED
RL 258.215 (AHD)
TBM 2
RIVET IN PIT RIM
RL 253.350 (AHD)
1
3
8
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4
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3
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5
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7
4
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5
7
11
12
13
15
14
16
19
17
181
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
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T - TELECOM CONDUIT
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W - WATER CONDUIT
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G - GAS CONDUIT
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S - SEWER MAIN
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E - ELECTRICAL CONDUIT
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%%uLEGEND
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OLD DRAINAGE AND PIT OR BY OTHERS
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NEW DRAINAGE AND PIT
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4. TRENCHES WITH PAVEMENT OR FOOTPATH AREAS ARE TO BE COMPLETELY BACKFILLED WITH
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5. ALL PIPE STUBS ARE TO CONSIST OF ONE FULL PIPE LENGTH UNLESS SHOWN OTHERWISE.
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6. ALL 100%%c uPVC TO BE CLASS SN10 & 150-225%%c uPVC TO BE CLASS SN8
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DRAINAGE NOTES
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1. ALL DRAINAGE PIPES AND PITS ARE TO BE 1m OFFSET OR AS SHOWN ON THE LAYOUT PLANS
AutoCAD SHX Text
2. THE CONTRACTOR MUST CONTACT SERVICING AUTHORITIES TO ARRANGE SERVICE LOCATIONS
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PRIOR TO COMMENCEMENT OF EXCAVATION FOR THIS PROJECT.
AutoCAD SHX Text
3. PITS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT STANDARDS OF THE
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MUNICIPALITY. STEEL GRATES ARE TO BE HOT DIP GALVANISED AFTER MANUFACTURE. THE
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TOP OF ALL GRATES MUST BE APPROXIMATELY 150mm BELOW THE SURROUNDING SURFACE.
AutoCAD SHX Text
PROPERTY DRAINAGE CONNECTIONS ARE TO BE PROVIDED AS REQUIRED
AutoCAD SHX Text
FINE CRUSHED ROCK STABLILSED AS REQUIRED BY COUNCIL IN 150mm LAYERS
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EXISTING TREES SHOWN TO BE REMOVED
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7. ALL SOLID PIT COVERS TO BE CLASS B FIBREGLASS BY R & S
AutoCAD SHX Text
1in89.40
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
900x600 BOX CULVERT
AutoCAD SHX Text
300 CONC
AutoCAD SHX Text
PR RL 255.15
AutoCAD SHX Text
EX RL 253.13
AutoCAD SHX Text
PR RL 254.53
AutoCAD SHX Text
PR RL 253.40
AutoCAD SHX Text
EX RL 252.70
AutoCAD SHX Text
PR RL 253.55
AutoCAD SHX Text
EX RL 255.81
AutoCAD SHX Text
PR RL 255.81
AutoCAD SHX Text
EX RL 255.12
AutoCAD SHX Text
PR RL 255.11
AutoCAD SHX Text
EX RL 254.91
AutoCAD SHX Text
PR RL 255.00
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text
DRAIN
AutoCAD SHX Text
EX RL 257.07
AutoCAD SHX Text
PR RL 257.07
AutoCAD SHX Text
PR RL 256.09
AutoCAD SHX Text
EX RL 252.31
AutoCAD SHX Text
PR RL 254.09
AutoCAD SHX Text
EX RL 252.22
AutoCAD SHX Text
PR RL 253.57
AutoCAD SHX Text
EX RL 252.30
AutoCAD SHX Text
PR RL 252.48
AutoCAD SHX Text
EX RL 258.37
AutoCAD SHX Text
PR RL 258.35
AutoCAD SHX Text
EX RL 258.56
AutoCAD SHX Text
PR RL 258.50
AutoCAD SHX Text
EX RL 258.25
AutoCAD SHX Text
PR RL 258.20
AutoCAD SHX Text
EX RL 257.40
AutoCAD SHX Text
PR RL 257.49
AutoCAD SHX Text
EX RL 256.40
AutoCAD SHX Text
PR RL 256.61
AutoCAD SHX Text
EX RL 257.72
AutoCAD SHX Text
PR RL 257.72
AutoCAD SHX Text
EX RL 257.85
AutoCAD SHX Text
PR RL 257.85
AutoCAD SHX Text
EX RL 255.78
AutoCAD SHX Text
PR RL 255.78
AutoCAD SHX Text
EX RL 252.70
AutoCAD SHX Text
PR RL 253.80
AutoCAD SHX Text
RL257.70 +
AutoCAD SHX Text
RL258.00 +
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+ RL258.80
AutoCAD SHX Text
+ RL258.80
AutoCAD SHX Text
EX RL 254.64
AutoCAD SHX Text
PR RL 254.64
AutoCAD SHX Text
1in133.17
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
1in125.71
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
1in44.32
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
1in18.10
AutoCAD SHX Text
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RL 254.16
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RL 257.98
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RL 258.43
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RL 255.54
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RL 255.52
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RL 255.36
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23
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RL 257.79
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RL 258.06
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RL 257.43
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RL 257.70
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IL 252.00
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RL 253.55
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IL 253.95
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IL251.35
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1in67.00
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1000
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PR RL 257.61
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254.60
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255.20
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255.00
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254.40
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254.20
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254.00
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253.60
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254.80
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257.800
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258.000
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258.200
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258.400
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6
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258.600
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258.800
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8
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8
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259.000
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9
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9
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6
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9
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8
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0
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0
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260.000
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260.000
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6
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0
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.
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0
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0
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0
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260.200
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260.200
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260.400
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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DRAIN POINT
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CATCH DRAIN
AutoCAD SHX Text
CATCH DRAIN
AutoCAD SHX Text
CATCH DRAIN
AutoCAD SHX Text
FOR FUTURE
AutoCAD SHX Text
300 PIPE STUB
AutoCAD SHX Text
CONNECTION
AutoCAD SHX Text
NEW S.E.P.
AutoCAD SHX Text
RL 255.26
AutoCAD SHX Text
600x900
AutoCAD SHX Text
IL 254.32
AutoCAD SHX Text
28
AutoCAD SHX Text
1in79.93
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
IL 254.25
AutoCAD SHX Text
IS BY THE CONTRACTOR
AutoCAD SHX Text
NOTE: ALL EXISTING SERVICES TO BE
AutoCAD SHX Text
LOCATED & DEPTHED BEFORE ANY EXCAVATION
AutoCAD SHX Text
ALONG ANY WORKS AND THE RESPONSIBILITY
AutoCAD SHX Text
CONCRETE ENDWALL ELEVATION
AutoCAD SHX Text
COMPACTED CLASS 2 F.C.R.
AutoCAD SHX Text
60mm THICK BED OF
AutoCAD SHX Text
CONCRETE ENDWALL SECTION
AutoCAD SHX Text
CONCRETE ENDWALL PLAN VIEW
AutoCAD SHX Text
450%%C
AutoCAD SHX Text
450%%C
AutoCAD SHX Text
510
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510
AutoCAD SHX Text
225
AutoCAD SHX Text
150
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225
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600
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225
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275
AutoCAD SHX Text
100
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SLOPE ACCORDING TO
AutoCAD SHX Text
MATCH INVERT LEVEL
AutoCAD SHX Text
min 1 in 50
AutoCAD SHX Text
EXISTING GROUND CONDITIONS
AutoCAD SHX Text
NOTE: CONCRETE STRENGTH 25 MPa
AutoCAD SHX Text
450%%C
AutoCAD SHX Text
510
AutoCAD SHX Text
510
AutoCAD SHX Text
ENDWALL 1 DETAILS
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
6
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DRAINAGE PLAN
AutoCAD SHX Text
1:250 @ A1
AutoCAD SHX Text
H
AutoCAD SHX Text
7/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
27/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
C
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
AutoCAD SHX Text
22/9
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
E
AutoCAD SHX Text
5/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
F
AutoCAD SHX Text
9/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
G
AutoCAD SHX Text
13/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
H
AutoCAD SHX Text
MOONTA STREET
AutoCAD SHX Text
EAST BOUNDARY
AutoCAD SHX Text
CENTERLINE DESIGN
AutoCAD SHX Text
WEST FOOTPATH
AutoCAD SHX Text
WEST BOUNDARY
AutoCAD SHX Text
I.P. 256.61
AutoCAD SHX Text
I.P. 256.57
AutoCAD SHX Text
WEST FOOTPATH
AutoCAD SHX Text
CENTERLINE DESIGN
AutoCAD SHX Text
WEST FOOTPATH
AutoCAD SHX Text
CENTERLINE DESIGN
AutoCAD SHX Text
EAST BOUNDARY
AutoCAD SHX Text
CENTERLINE DESIGN
AutoCAD SHX Text
WEST FOOTPATH
AutoCAD SHX Text
WEST BOUNDARY
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
213.61
AutoCAD SHX Text
214.22
AutoCAD SHX Text
219.15
AutoCAD SHX Text
220.00
AutoCAD SHX Text
223.34
AutoCAD SHX Text
227.52
AutoCAD SHX Text
235.00
AutoCAD SHX Text
237.57
AutoCAD SHX Text
257.75
AutoCAD SHX Text
257.85
AutoCAD SHX Text
257.87
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257.87
AutoCAD SHX Text
257.85
AutoCAD SHX Text
257.72
AutoCAD SHX Text
257.72
AutoCAD SHX Text
257.23
AutoCAD SHX Text
258.09
AutoCAD SHX Text
258.07
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
257.94
AutoCAD SHX Text
257.76
AutoCAD SHX Text
257.45
AutoCAD SHX Text
256.92
AutoCAD SHX Text
256.70
AutoCAD SHX Text
258.20
AutoCAD SHX Text
258.25
AutoCAD SHX Text
258.13
AutoCAD SHX Text
258.13
AutoCAD SHX Text
258.10
AutoCAD SHX Text
257.93
AutoCAD SHX Text
257.49
AutoCAD SHX Text
256.92
AutoCAD SHX Text
258.56
AutoCAD SHX Text
258.56
AutoCAD SHX Text
258.24
AutoCAD SHX Text
257.42
AutoCAD SHX Text
256.79
AutoCAD SHX Text
Datum R.L.252.000
AutoCAD SHX Text
0.9%
AutoCAD SHX Text
-1.0%
AutoCAD SHX Text
-4.0%
AutoCAD SHX Text
-7.6%
AutoCAD SHX Text
I.P. 258.25
AutoCAD SHX Text
I.P. 258.10
AutoCAD SHX Text
I.P. 257.49
AutoCAD SHX Text
0.7%
AutoCAD SHX Text
-2.0%
AutoCAD SHX Text
-3.7%
AutoCAD SHX Text
-8.6%
AutoCAD SHX Text
I.P. 258.14
AutoCAD SHX Text
I.P. 257.94
AutoCAD SHX Text
I.P. 257.57
AutoCAD SHX Text
HI 258.09
AutoCAD SHX Text
V.C. 20.1
AutoCAD SHX Text
V.C. 20.1
AutoCAD SHX Text
239.07
AutoCAD SHX Text
240.40
AutoCAD SHX Text
250.00
AutoCAD SHX Text
252.87
AutoCAD SHX Text
254.30
AutoCAD SHX Text
255.09
AutoCAD SHX Text
256.28
AutoCAD SHX Text
257.34
AutoCAD SHX Text
259.29
AutoCAD SHX Text
260.83
AutoCAD SHX Text
263.05
AutoCAD SHX Text
265.00
AutoCAD SHX Text
265.33
AutoCAD SHX Text
256.96
AutoCAD SHX Text
256.03
AutoCAD SHX Text
255.85
AutoCAD SHX Text
255.78
AutoCAD SHX Text
255.83
AutoCAD SHX Text
255.81
AutoCAD SHX Text
256.57
AutoCAD SHX Text
256.46
AutoCAD SHX Text
255.71
AutoCAD SHX Text
255.52
AutoCAD SHX Text
255.44
AutoCAD SHX Text
255.39
AutoCAD SHX Text
255.32
AutoCAD SHX Text
255.26
AutoCAD SHX Text
255.16
AutoCAD SHX Text
255.08
AutoCAD SHX Text
254.98
AutoCAD SHX Text
254.90
AutoCAD SHX Text
254.89
AutoCAD SHX Text
256.61
AutoCAD SHX Text
255.77
AutoCAD SHX Text
255.55
AutoCAD SHX Text
255.45
AutoCAD SHX Text
255.39
AutoCAD SHX Text
255.30
AutoCAD SHX Text
255.19
AutoCAD SHX Text
255.00
AutoCAD SHX Text
256.40
AutoCAD SHX Text
255.49
AutoCAD SHX Text
255.31
AutoCAD SHX Text
255.23
AutoCAD SHX Text
255.18
AutoCAD SHX Text
255.12
AutoCAD SHX Text
255.04
AutoCAD SHX Text
-7.7%
AutoCAD SHX Text
-7.3%
AutoCAD SHX Text
-7.4%
AutoCAD SHX Text
I.P. 255.55
AutoCAD SHX Text
I.P. 255.30
AutoCAD SHX Text
-8.7%
AutoCAD SHX Text
-3.9%
AutoCAD SHX Text
I.P. 255.38
AutoCAD SHX Text
V.C. 24.9
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
MOONTA STREET
AutoCAD SHX Text
EAST BOUNDARY
AutoCAD SHX Text
EAST FOOTPATH
AutoCAD SHX Text
CENTERLINE DESIGN
AutoCAD SHX Text
WEST FOOTPATH
AutoCAD SHX Text
WEST BOUNDARY
AutoCAD SHX Text
WEST FOOTPATH
AutoCAD SHX Text
CENTERLINE DESIGN
AutoCAD SHX Text
EAST FOOTPATH
AutoCAD SHX Text
WEST FOOTPATH
AutoCAD SHX Text
CENTERLINE DESIGN
AutoCAD SHX Text
EAST FOOTPATH
AutoCAD SHX Text
EAST BOUNDARY
AutoCAD SHX Text
EAST FOOTPATH
AutoCAD SHX Text
CENTERLINE DESIGN
AutoCAD SHX Text
WEST FOOTPATH
AutoCAD SHX Text
WEST BOUNDARY
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
40.00
AutoCAD SHX Text
50.11
AutoCAD SHX Text
52.12
AutoCAD SHX Text
53.58
AutoCAD SHX Text
54.14
AutoCAD SHX Text
54.86
AutoCAD SHX Text
55.00
AutoCAD SHX Text
55.08
AutoCAD SHX Text
55.36
AutoCAD SHX Text
57.19
AutoCAD SHX Text
58.07
AutoCAD SHX Text
60.09
AutoCAD SHX Text
66.05
AutoCAD SHX Text
70.00
AutoCAD SHX Text
70.87
AutoCAD SHX Text
80.00
AutoCAD SHX Text
82.91
AutoCAD SHX Text
85.00
AutoCAD SHX Text
85.66
AutoCAD SHX Text
90.00
AutoCAD SHX Text
90.30
AutoCAD SHX Text
90.34
AutoCAD SHX Text
90.37
AutoCAD SHX Text
99.26
AutoCAD SHX Text
100.00
AutoCAD SHX Text
103.07
AutoCAD SHX Text
103.47
AutoCAD SHX Text
103.88
AutoCAD SHX Text
106.12
AutoCAD SHX Text
109.13
AutoCAD SHX Text
109.20
AutoCAD SHX Text
110.62
AutoCAD SHX Text
110.80
AutoCAD SHX Text
115.00
AutoCAD SHX Text
119.12
AutoCAD SHX Text
120.62
AutoCAD SHX Text
120.74
AutoCAD SHX Text
121.82
AutoCAD SHX Text
124.79
AutoCAD SHX Text
124.84
AutoCAD SHX Text
130.00
AutoCAD SHX Text
130.62
AutoCAD SHX Text
136.01
AutoCAD SHX Text
138.91
AutoCAD SHX Text
141.90
AutoCAD SHX Text
143.33
AutoCAD SHX Text
145.00
AutoCAD SHX Text
146.96
AutoCAD SHX Text
148.39
AutoCAD SHX Text
151.19
AutoCAD SHX Text
153.73
AutoCAD SHX Text
154.73
AutoCAD SHX Text
157.54
AutoCAD SHX Text
160.00
AutoCAD SHX Text
160.35
AutoCAD SHX Text
160.38
AutoCAD SHX Text
161.35
AutoCAD SHX Text
163.89
AutoCAD SHX Text
166.74
AutoCAD SHX Text
168.12
AutoCAD SHX Text
168.97
AutoCAD SHX Text
175.00
AutoCAD SHX Text
175.86
AutoCAD SHX Text
183.97
AutoCAD SHX Text
186.69
AutoCAD SHX Text
189.12
AutoCAD SHX Text
190.00
AutoCAD SHX Text
191.89
AutoCAD SHX Text
193.48
AutoCAD SHX Text
197.09
AutoCAD SHX Text
205.00
AutoCAD SHX Text
209.12
AutoCAD SHX Text
213.61
AutoCAD SHX Text
253.22
AutoCAD SHX Text
253.58
AutoCAD SHX Text
254.45
AutoCAD SHX Text
254.52
AutoCAD SHX Text
254.55
AutoCAD SHX Text
254.66
AutoCAD SHX Text
254.66
AutoCAD SHX Text
254.66
AutoCAD SHX Text
254.73
AutoCAD SHX Text
254.72
AutoCAD SHX Text
254.71
AutoCAD SHX Text
254.64
AutoCAD SHX Text
254.70
AutoCAD SHX Text
254.74
AutoCAD SHX Text
254.81
AutoCAD SHX Text
254.87
AutoCAD SHX Text
254.89
AutoCAD SHX Text
254.89
AutoCAD SHX Text
254.91
AutoCAD SHX Text
255.12
AutoCAD SHX Text
255.12
AutoCAD SHX Text
255.25
AutoCAD SHX Text
255.47
AutoCAD SHX Text
255.78
AutoCAD SHX Text
255.81
AutoCAD SHX Text
255.84
AutoCAD SHX Text
255.88
AutoCAD SHX Text
255.93
AutoCAD SHX Text
256.01
AutoCAD SHX Text
256.07
AutoCAD SHX Text
256.09
AutoCAD SHX Text
256.19
AutoCAD SHX Text
256.28
AutoCAD SHX Text
256.28
AutoCAD SHX Text
256.29
AutoCAD SHX Text
256.29
AutoCAD SHX Text
256.30
AutoCAD SHX Text
256.35
AutoCAD SHX Text
256.43
AutoCAD SHX Text
256.44
AutoCAD SHX Text
256.66
AutoCAD SHX Text
256.66
AutoCAD SHX Text
256.96
AutoCAD SHX Text
257.07
AutoCAD SHX Text
257.30
AutoCAD SHX Text
257.30
AutoCAD SHX Text
257.41
AutoCAD SHX Text
257.61
AutoCAD SHX Text
257.61
AutoCAD SHX Text
257.64
AutoCAD SHX Text
257.75
AutoCAD SHX Text
254.80
AutoCAD SHX Text
254.81
AutoCAD SHX Text
254.91
AutoCAD SHX Text
255.00
AutoCAD SHX Text
255.00
AutoCAD SHX Text
252.42
AutoCAD SHX Text
252.46
AutoCAD SHX Text
252.47
AutoCAD SHX Text
252.48
AutoCAD SHX Text
252.49
AutoCAD SHX Text
252.49
AutoCAD SHX Text
252.50
AutoCAD SHX Text
252.54
AutoCAD SHX Text
252.56
AutoCAD SHX Text
252.62
AutoCAD SHX Text
252.82
AutoCAD SHX Text
252.96
AutoCAD SHX Text
253.00
AutoCAD SHX Text
253.33
AutoCAD SHX Text
253.44
AutoCAD SHX Text
253.52
AutoCAD SHX Text
253.51
AutoCAD SHX Text
253.68
AutoCAD SHX Text
253.69
AutoCAD SHX Text
253.69
AutoCAD SHX Text
253.70
AutoCAD SHX Text
254.00
AutoCAD SHX Text
254.02
AutoCAD SHX Text
254.04
AutoCAD SHX Text
254.13
AutoCAD SHX Text
254.14
AutoCAD SHX Text
254.15
AutoCAD SHX Text
254.20
AutoCAD SHX Text
254.26
AutoCAD SHX Text
254.26
AutoCAD SHX Text
254.29
AutoCAD SHX Text
254.30
AutoCAD SHX Text
254.39
AutoCAD SHX Text
254.50
AutoCAD SHX Text
254.54
AutoCAD SHX Text
254.54
AutoCAD SHX Text
254.54
AutoCAD SHX Text
254.54
AutoCAD SHX Text
254.58
AutoCAD SHX Text
254.67
AutoCAD SHX Text
254.68
AutoCAD SHX Text
254.87
AutoCAD SHX Text
254.89
AutoCAD SHX Text
255.11
AutoCAD SHX Text
255.22
AutoCAD SHX Text
255.34
AutoCAD SHX Text
255.40
AutoCAD SHX Text
255.44
AutoCAD SHX Text
255.49
AutoCAD SHX Text
255.52
AutoCAD SHX Text
255.59
AutoCAD SHX Text
255.64
AutoCAD SHX Text
255.66
AutoCAD SHX Text
255.80
AutoCAD SHX Text
255.85
AutoCAD SHX Text
255.85
AutoCAD SHX Text
255.86
AutoCAD SHX Text
255.94
AutoCAD SHX Text
255.97
AutoCAD SHX Text
256.04
AutoCAD SHX Text
256.13
AutoCAD SHX Text
256.17
AutoCAD SHX Text
256.20
AutoCAD SHX Text
256.38
AutoCAD SHX Text
256.38
AutoCAD SHX Text
256.41
AutoCAD SHX Text
256.68
AutoCAD SHX Text
256.78
AutoCAD SHX Text
257.23
AutoCAD SHX Text
257.27
AutoCAD SHX Text
257.27
AutoCAD SHX Text
257.35
AutoCAD SHX Text
257.43
AutoCAD SHX Text
257.59
AutoCAD SHX Text
258.03
AutoCAD SHX Text
258.07
AutoCAD SHX Text
258.09
AutoCAD SHX Text
252.35
AutoCAD SHX Text
252.44
AutoCAD SHX Text
252.48
AutoCAD SHX Text
252.58
AutoCAD SHX Text
253.05
AutoCAD SHX Text
253.57
AutoCAD SHX Text
253.65
AutoCAD SHX Text
253.59
AutoCAD SHX Text
253.78
AutoCAD SHX Text
253.78
AutoCAD SHX Text
253.78
AutoCAD SHX Text
254.07
AutoCAD SHX Text
254.09
AutoCAD SHX Text
254.15
AutoCAD SHX Text
254.22
AutoCAD SHX Text
254.23
AutoCAD SHX Text
254.23
AutoCAD SHX Text
254.28
AutoCAD SHX Text
254.35
AutoCAD SHX Text
254.39
AutoCAD SHX Text
254.48
AutoCAD SHX Text
254.57
AutoCAD SHX Text
254.60
AutoCAD SHX Text
254.60
AutoCAD SHX Text
254.60
AutoCAD SHX Text
254.60
AutoCAD SHX Text
254.64
AutoCAD SHX Text
254.75
AutoCAD SHX Text
254.76
AutoCAD SHX Text
254.95
AutoCAD SHX Text
255.17
AutoCAD SHX Text
255.28
AutoCAD SHX Text
255.39
AutoCAD SHX Text
255.44
AutoCAD SHX Text
255.45
AutoCAD SHX Text
255.47
AutoCAD SHX Text
255.51
AutoCAD SHX Text
255.54
AutoCAD SHX Text
255.55
AutoCAD SHX Text
255.70
AutoCAD SHX Text
255.74
AutoCAD SHX Text
255.74
AutoCAD SHX Text
255.75
AutoCAD SHX Text
256.00
AutoCAD SHX Text
256.08
AutoCAD SHX Text
256.19
AutoCAD SHX Text
256.22
AutoCAD SHX Text
256.42
AutoCAD SHX Text
256.42
AutoCAD SHX Text
256.72
AutoCAD SHX Text
256.81
AutoCAD SHX Text
257.37
AutoCAD SHX Text
257.37
AutoCAD SHX Text
257.43
AutoCAD SHX Text
257.59
AutoCAD SHX Text
258.12
AutoCAD SHX Text
258.20
AutoCAD SHX Text
252.17
AutoCAD SHX Text
252.17
AutoCAD SHX Text
252.17
AutoCAD SHX Text
252.20
AutoCAD SHX Text
252.30
AutoCAD SHX Text
252.28
AutoCAD SHX Text
252.07
AutoCAD SHX Text
252.22
AutoCAD SHX Text
252.24
AutoCAD SHX Text
252.23
AutoCAD SHX Text
252.27
AutoCAD SHX Text
252.27
AutoCAD SHX Text
252.27
AutoCAD SHX Text
252.23
AutoCAD SHX Text
252.25
AutoCAD SHX Text
252.31
AutoCAD SHX Text
252.43
AutoCAD SHX Text
252.44
AutoCAD SHX Text
252.45
AutoCAD SHX Text
252.50
AutoCAD SHX Text
252.55
AutoCAD SHX Text
252.60
AutoCAD SHX Text
252.76
AutoCAD SHX Text
252.88
AutoCAD SHX Text
253.06
AutoCAD SHX Text
253.13
AutoCAD SHX Text
254.91
AutoCAD SHX Text
255.12
AutoCAD SHX Text
255.14
AutoCAD SHX Text
254.41
AutoCAD SHX Text
255.05
AutoCAD SHX Text
255.42
AutoCAD SHX Text
255.54
AutoCAD SHX Text
255.64
AutoCAD SHX Text
255.70
AutoCAD SHX Text
255.74
AutoCAD SHX Text
255.78
AutoCAD SHX Text
255.77
AutoCAD SHX Text
255.77
AutoCAD SHX Text
255.68
AutoCAD SHX Text
255.70
AutoCAD SHX Text
255.70
AutoCAD SHX Text
255.70
AutoCAD SHX Text
255.94
AutoCAD SHX Text
256.03
AutoCAD SHX Text
256.17
AutoCAD SHX Text
256.19
AutoCAD SHX Text
256.36
AutoCAD SHX Text
256.36
AutoCAD SHX Text
256.62
AutoCAD SHX Text
256.70
AutoCAD SHX Text
257.47
AutoCAD SHX Text
257.47
AutoCAD SHX Text
257.55
AutoCAD SHX Text
257.80
AutoCAD SHX Text
258.54
AutoCAD SHX Text
258.56
AutoCAD SHX Text
Datum R.L.250.000
AutoCAD SHX Text
4.8%
AutoCAD SHX Text
4.0%
AutoCAD SHX Text
3.2%
AutoCAD SHX Text
2.2%
AutoCAD SHX Text
3.7%
AutoCAD SHX Text
0.9%
AutoCAD SHX Text
2.4%
AutoCAD SHX Text
3.3%
AutoCAD SHX Text
3.0%
AutoCAD SHX Text
0.9%
AutoCAD SHX Text
I.P. 253.05
AutoCAD SHX Text
I.P. 253.78
AutoCAD SHX Text
I.P. 254.15
AutoCAD SHX Text
I.P. 254.60
AutoCAD SHX Text
I.P. 255.44
AutoCAD SHX Text
I.P. 255.66
AutoCAD SHX Text
I.P. 256.19
AutoCAD SHX Text
I.P. 256.81
AutoCAD SHX Text
I.P. 258.05
AutoCAD SHX Text
V.C. 20.0
AutoCAD SHX Text
2.2%
AutoCAD SHX Text
3.7%
AutoCAD SHX Text
3.8%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
4.0%
AutoCAD SHX Text
2.4%
AutoCAD SHX Text
2.1%
AutoCAD SHX Text
1.9%
AutoCAD SHX Text
3.2%
AutoCAD SHX Text
3.1%
AutoCAD SHX Text
4.5%
AutoCAD SHX Text
4.7%
AutoCAD SHX Text
0.7%
AutoCAD SHX Text
I.P. 252.60
AutoCAD SHX Text
I.P. 253.33
AutoCAD SHX Text
I.P. 254.06
AutoCAD SHX Text
I.P. 254.49
AutoCAD SHX Text
I.P. 255.40
AutoCAD SHX Text
I.P. 255.67
AutoCAD SHX Text
I.P. 255.80
AutoCAD SHX Text
I.P. 255.92
AutoCAD SHX Text
I.P. 256.17
AutoCAD SHX Text
I.P. 256.74
AutoCAD SHX Text
I.P. 257.35
AutoCAD SHX Text
I.P. 257.99
AutoCAD SHX Text
V.C. 11.9
AutoCAD SHX Text
V.C. 18.3
AutoCAD SHX Text
V.C. 20.0
AutoCAD SHX Text
V.C. 20.0
AutoCAD SHX Text
V.C. 12.7
AutoCAD SHX Text
V.C. 12.7
AutoCAD SHX Text
V.C. 21.7
AutoCAD SHX Text
V.C. 24.1
AutoCAD SHX Text
V.C. 20.1
AutoCAD SHX Text
9.2%
AutoCAD SHX Text
2.2%
AutoCAD SHX Text
I.P. 254.91
AutoCAD SHX Text
UNION STREET
AutoCAD SHX Text
EXISTING CENTERLINE
AutoCAD SHX Text
DESIGN KERB
AutoCAD SHX Text
DESIGN FOOTPATH
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.25
AutoCAD SHX Text
1.45
AutoCAD SHX Text
2.65
AutoCAD SHX Text
3.06
AutoCAD SHX Text
4.89
AutoCAD SHX Text
6.83
AutoCAD SHX Text
8.80
AutoCAD SHX Text
9.42
AutoCAD SHX Text
10.00
AutoCAD SHX Text
16.18
AutoCAD SHX Text
16.79
AutoCAD SHX Text
18.10
AutoCAD SHX Text
20.00
AutoCAD SHX Text
24.14
AutoCAD SHX Text
26.24
AutoCAD SHX Text
30.00
AutoCAD SHX Text
EXISTING CENTERLINE
AutoCAD SHX Text
252.13
AutoCAD SHX Text
252.14
AutoCAD SHX Text
252.17
AutoCAD SHX Text
252.21
AutoCAD SHX Text
252.41
AutoCAD SHX Text
252.43
AutoCAD SHX Text
252.45
AutoCAD SHX Text
252.75
AutoCAD SHX Text
252.78
AutoCAD SHX Text
252.96
AutoCAD SHX Text
253.21
AutoCAD SHX Text
253.33
AutoCAD SHX Text
DESIGN KERB
AutoCAD SHX Text
252.19
AutoCAD SHX Text
252.21
AutoCAD SHX Text
252.23
AutoCAD SHX Text
252.24
AutoCAD SHX Text
252.28
AutoCAD SHX Text
252.35
AutoCAD SHX Text
252.46
AutoCAD SHX Text
252.54
AutoCAD SHX Text
DESIGN KERB
AutoCAD SHX Text
252.60
AutoCAD SHX Text
252.65
AutoCAD SHX Text
252.76
AutoCAD SHX Text
252.91
AutoCAD SHX Text
253.17
AutoCAD SHX Text
DESIGN FOOTPATH
AutoCAD SHX Text
252.25
AutoCAD SHX Text
252.26
AutoCAD SHX Text
252.30
AutoCAD SHX Text
252.35
AutoCAD SHX Text
252.46
AutoCAD SHX Text
DESIGN FOOTPATH
AutoCAD SHX Text
252.65
AutoCAD SHX Text
252.97
AutoCAD SHX Text
253.29
AutoCAD SHX Text
253.45
AutoCAD SHX Text
Datum R.L.250.000
AutoCAD SHX Text
10.1%
AutoCAD SHX Text
7.7%
AutoCAD SHX Text
I.P. 252.97
AutoCAD SHX Text
3.3%
AutoCAD SHX Text
1.9%
AutoCAD SHX Text
I.P. 252.35
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
6.0%
AutoCAD SHX Text
I.P. 252.61
AutoCAD SHX Text
V.C. 4.9
AutoCAD SHX Text
1.7%
AutoCAD SHX Text
1.7%
AutoCAD SHX Text
3.3%
AutoCAD SHX Text
I.P. 252.21
AutoCAD SHX Text
I.P. 252.27
AutoCAD SHX Text
V.C. 2.4
AutoCAD SHX Text
V.C. 4.7
AutoCAD SHX Text
DESIGN KERB
AutoCAD SHX Text
DESIGN FOOTPATH
AutoCAD SHX Text
DESIGN FOOTPATH
AutoCAD SHX Text
DESIGN KERB
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
-5.62
AutoCAD SHX Text
-1.50
AutoCAD SHX Text
0.00
AutoCAD SHX Text
2.95
AutoCAD SHX Text
5.89
AutoCAD SHX Text
8.84
AutoCAD SHX Text
11.78
AutoCAD SHX Text
14.00
AutoCAD SHX Text
15.20
AutoCAD SHX Text
16.87
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
254.37
AutoCAD SHX Text
254.48
AutoCAD SHX Text
254.52
AutoCAD SHX Text
254.65
AutoCAD SHX Text
254.89
AutoCAD SHX Text
255.15
AutoCAD SHX Text
255.37
AutoCAD SHX Text
255.51
AutoCAD SHX Text
255.59
AutoCAD SHX Text
255.69
AutoCAD SHX Text
Datum R.L.252.000
AutoCAD SHX Text
2.7%
AutoCAD SHX Text
2.7%
AutoCAD SHX Text
9.8%
AutoCAD SHX Text
6.4%
AutoCAD SHX Text
6.4%
AutoCAD SHX Text
6.4%
AutoCAD SHX Text
6.4%
AutoCAD SHX Text
I.P. 254.52
AutoCAD SHX Text
I.P. 254.60
AutoCAD SHX Text
I.P. 255.18
AutoCAD SHX Text
I.P. 255.37
AutoCAD SHX Text
I.P. 255.51
AutoCAD SHX Text
I.P. 255.59
AutoCAD SHX Text
V.C. 5.9
AutoCAD SHX Text
V.C. 5.9
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
-1.67
AutoCAD SHX Text
-1.20
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.49
AutoCAD SHX Text
6.12
AutoCAD SHX Text
8.42
AutoCAD SHX Text
13.35
AutoCAD SHX Text
14.55
AutoCAD SHX Text
16.22
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
255.42
AutoCAD SHX Text
255.41
AutoCAD SHX Text
255.38
AutoCAD SHX Text
255.30
AutoCAD SHX Text
255.26
AutoCAD SHX Text
255.29
AutoCAD SHX Text
255.50
AutoCAD SHX Text
255.58
AutoCAD SHX Text
255.69
AutoCAD SHX Text
Datum R.L.253.000
AutoCAD SHX Text
-2.4%
AutoCAD SHX Text
-2.4%
AutoCAD SHX Text
6.6%
AutoCAD SHX Text
6.6%
AutoCAD SHX Text
6.6%
AutoCAD SHX Text
I.P. 255.38
AutoCAD SHX Text
I.P. 255.18
AutoCAD SHX Text
I.P. 255.50
AutoCAD SHX Text
I.P. 255.58
AutoCAD SHX Text
LO 255.26
AutoCAD SHX Text
V.C. 9.9
AutoCAD SHX Text
MOONTA
AutoCAD SHX Text
STREET
AutoCAD SHX Text
MOONTA
AutoCAD SHX Text
STREET
AutoCAD SHX Text
MOONTA
AutoCAD SHX Text
STREET
AutoCAD SHX Text
MOONTA
AutoCAD SHX Text
STREET
AutoCAD SHX Text
115.00
AutoCAD SHX Text
120.62
AutoCAD SHX Text
255.08
AutoCAD SHX Text
250.00
AutoCAD SHX Text
250.00
AutoCAD SHX Text
252.87
AutoCAD SHX Text
145.00
AutoCAD SHX Text
143.33
AutoCAD SHX Text
MOONTA ST KERB RETURN
AutoCAD SHX Text
NORTH KERB
AutoCAD SHX Text
MOONTA ST KERB RETURN
AutoCAD SHX Text
SOUTH KERB
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
145.00
AutoCAD SHX Text
146.96
AutoCAD SHX Text
154.45
AutoCAD SHX Text
156.64
AutoCAD SHX Text
160.00
AutoCAD SHX Text
166.64
AutoCAD SHX Text
167.43
AutoCAD SHX Text
175.00
AutoCAD SHX Text
176.64
AutoCAD SHX Text
180.40
AutoCAD SHX Text
187.89
AutoCAD SHX Text
190.00
AutoCAD SHX Text
194.78
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
255.42
AutoCAD SHX Text
255.46
AutoCAD SHX Text
255.50
AutoCAD SHX Text
255.51
AutoCAD SHX Text
255.54
AutoCAD SHX Text
255.62
AutoCAD SHX Text
255.63
AutoCAD SHX Text
255.80
AutoCAD SHX Text
255.84
AutoCAD SHX Text
255.94
AutoCAD SHX Text
256.15
AutoCAD SHX Text
256.21
AutoCAD SHX Text
256.34
AutoCAD SHX Text
Datum R.L.253.000
AutoCAD SHX Text
2.3%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
2.8%
AutoCAD SHX Text
2.8%
AutoCAD SHX Text
I.P. 255.47
AutoCAD SHX Text
I.P. 255.56
AutoCAD SHX Text
I.P. 256.15
AutoCAD SHX Text
V.C. 20.0
AutoCAD SHX Text
MOONTA ST KERB DESIGN ON BULGE
AutoCAD SHX Text
175.00
AutoCAD SHX Text
168.12
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
7
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
AS SHOWN @ A1
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
ROAD WORKS
AutoCAD SHX Text
D
AutoCAD SHX Text
7/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
27/7
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
221.00
AutoCAD SHX Text
228.91
AutoCAD SHX Text
233.03
AutoCAD SHX Text
237.51
AutoCAD SHX Text
238.13
AutoCAD SHX Text
243.06
AutoCAD SHX Text
249.72
AutoCAD SHX Text
253.09
AutoCAD SHX Text
257.35
AutoCAD SHX Text
263.13
AutoCAD SHX Text
270.60
AutoCAD SHX Text
273.17
AutoCAD SHX Text
274.67
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
257.87
AutoCAD SHX Text
258.03
AutoCAD SHX Text
258.07
AutoCAD SHX Text
258.09
AutoCAD SHX Text
258.07
AutoCAD SHX Text
258.00
AutoCAD SHX Text
258.00
AutoCAD SHX Text
257.94
AutoCAD SHX Text
257.76
AutoCAD SHX Text
257.45
AutoCAD SHX Text
256.92
AutoCAD SHX Text
256.70
AutoCAD SHX Text
256.58
AutoCAD SHX Text
Datum R.L.252.000
AutoCAD SHX Text
0.7%
AutoCAD SHX Text
-2.0%
AutoCAD SHX Text
-3.7%
AutoCAD SHX Text
-8.6%
AutoCAD SHX Text
I.P. 257.99
AutoCAD SHX Text
I.P. 258.14
AutoCAD SHX Text
I.P. 257.94
AutoCAD SHX Text
I.P. 257.57
AutoCAD SHX Text
HI 258.09
AutoCAD SHX Text
V.C. 24.1
AutoCAD SHX Text
V.C. 20.1
AutoCAD SHX Text
V.C. 20.1
AutoCAD SHX Text
276.01
AutoCAD SHX Text
285.60
AutoCAD SHX Text
288.47
AutoCAD SHX Text
289.90
AutoCAD SHX Text
290.69
AutoCAD SHX Text
291.89
AutoCAD SHX Text
292.94
AutoCAD SHX Text
294.90
AutoCAD SHX Text
296.43
AutoCAD SHX Text
298.65
AutoCAD SHX Text
300.60
AutoCAD SHX Text
300.94
AutoCAD SHX Text
256.46
AutoCAD SHX Text
255.71
AutoCAD SHX Text
255.52
AutoCAD SHX Text
255.44
AutoCAD SHX Text
255.39
AutoCAD SHX Text
255.32
AutoCAD SHX Text
255.26
AutoCAD SHX Text
255.16
AutoCAD SHX Text
255.08
AutoCAD SHX Text
254.98
AutoCAD SHX Text
254.90
AutoCAD SHX Text
254.89
AutoCAD SHX Text
-3.9%
AutoCAD SHX Text
I.P. 255.38
AutoCAD SHX Text
V.C. 24.9
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
52.12
AutoCAD SHX Text
53.57
AutoCAD SHX Text
54.14
AutoCAD SHX Text
54.86
AutoCAD SHX Text
55.00
AutoCAD SHX Text
55.08
AutoCAD SHX Text
55.36
AutoCAD SHX Text
57.19
AutoCAD SHX Text
58.07
AutoCAD SHX Text
60.09
AutoCAD SHX Text
66.05
AutoCAD SHX Text
70.00
AutoCAD SHX Text
70.87
AutoCAD SHX Text
80.00
AutoCAD SHX Text
82.91
AutoCAD SHX Text
84.79
AutoCAD SHX Text
85.00
AutoCAD SHX Text
89.13
AutoCAD SHX Text
89.44
AutoCAD SHX Text
89.47
AutoCAD SHX Text
89.51
AutoCAD SHX Text
98.39
AutoCAD SHX Text
99.13
AutoCAD SHX Text
99.97
AutoCAD SHX Text
103.06
AutoCAD SHX Text
103.46
AutoCAD SHX Text
103.87
AutoCAD SHX Text
106.12
AutoCAD SHX Text
109.13
AutoCAD SHX Text
109.21
AutoCAD SHX Text
110.63
AutoCAD SHX Text
110.80
AutoCAD SHX Text
115.00
AutoCAD SHX Text
119.13
AutoCAD SHX Text
120.62
AutoCAD SHX Text
120.63
AutoCAD SHX Text
120.74
AutoCAD SHX Text
121.82
AutoCAD SHX Text
124.79
AutoCAD SHX Text
124.84
AutoCAD SHX Text
130.00
AutoCAD SHX Text
130.63
AutoCAD SHX Text
136.01
AutoCAD SHX Text
138.91
AutoCAD SHX Text
141.90
AutoCAD SHX Text
143.33
AutoCAD SHX Text
145.00
AutoCAD SHX Text
146.97
AutoCAD SHX Text
148.39
AutoCAD SHX Text
151.19
AutoCAD SHX Text
153.73
AutoCAD SHX Text
154.73
AutoCAD SHX Text
161.07
AutoCAD SHX Text
163.54
AutoCAD SHX Text
163.54
AutoCAD SHX Text
163.90
AutoCAD SHX Text
167.41
AutoCAD SHX Text
167.43
AutoCAD SHX Text
168.41
AutoCAD SHX Text
170.95
AutoCAD SHX Text
173.79
AutoCAD SHX Text
175.17
AutoCAD SHX Text
176.03
AutoCAD SHX Text
182.06
AutoCAD SHX Text
182.06
AutoCAD SHX Text
182.91
AutoCAD SHX Text
191.03
AutoCAD SHX Text
193.75
AutoCAD SHX Text
205.47
AutoCAD SHX Text
205.48
AutoCAD SHX Text
207.37
AutoCAD SHX Text
212.72
AutoCAD SHX Text
221.00
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
252.42
AutoCAD SHX Text
252.46
AutoCAD SHX Text
252.47
AutoCAD SHX Text
252.48
AutoCAD SHX Text
252.49
AutoCAD SHX Text
252.49
AutoCAD SHX Text
252.50
AutoCAD SHX Text
252.54
AutoCAD SHX Text
252.56
AutoCAD SHX Text
252.62
AutoCAD SHX Text
252.82
AutoCAD SHX Text
252.96
AutoCAD SHX Text
253.00
AutoCAD SHX Text
253.33
AutoCAD SHX Text
253.44
AutoCAD SHX Text
253.52
AutoCAD SHX Text
253.51
AutoCAD SHX Text
253.68
AutoCAD SHX Text
253.69
AutoCAD SHX Text
253.69
AutoCAD SHX Text
253.70
AutoCAD SHX Text
254.00
AutoCAD SHX Text
254.02
AutoCAD SHX Text
254.04
AutoCAD SHX Text
254.13
AutoCAD SHX Text
254.14
AutoCAD SHX Text
254.15
AutoCAD SHX Text
254.20
AutoCAD SHX Text
254.26
AutoCAD SHX Text
254.26
AutoCAD SHX Text
254.29
AutoCAD SHX Text
254.30
AutoCAD SHX Text
254.39
AutoCAD SHX Text
254.50
AutoCAD SHX Text
254.54
AutoCAD SHX Text
254.54
AutoCAD SHX Text
254.54
AutoCAD SHX Text
254.58
AutoCAD SHX Text
254.67
AutoCAD SHX Text
254.68
AutoCAD SHX Text
254.87
AutoCAD SHX Text
254.89
AutoCAD SHX Text
255.11
AutoCAD SHX Text
255.22
AutoCAD SHX Text
255.34
AutoCAD SHX Text
255.40
AutoCAD SHX Text
255.44
AutoCAD SHX Text
255.49
AutoCAD SHX Text
255.52
AutoCAD SHX Text
255.59
AutoCAD SHX Text
255.64
AutoCAD SHX Text
255.66
AutoCAD SHX Text
255.80
AutoCAD SHX Text
255.85
AutoCAD SHX Text
255.85
AutoCAD SHX Text
255.86
AutoCAD SHX Text
255.94
AutoCAD SHX Text
255.94
AutoCAD SHX Text
255.97
AutoCAD SHX Text
256.04
AutoCAD SHX Text
256.13
AutoCAD SHX Text
256.17
AutoCAD SHX Text
256.20
AutoCAD SHX Text
256.38
AutoCAD SHX Text
256.38
AutoCAD SHX Text
256.41
AutoCAD SHX Text
256.68
AutoCAD SHX Text
256.78
AutoCAD SHX Text
257.27
AutoCAD SHX Text
257.27
AutoCAD SHX Text
257.35
AutoCAD SHX Text
257.59
AutoCAD SHX Text
257.87
AutoCAD SHX Text
Datum R.L.250.000
AutoCAD SHX Text
2.2%
AutoCAD SHX Text
3.7%
AutoCAD SHX Text
3.8%
AutoCAD SHX Text
2.0%
AutoCAD SHX Text
4.0%
AutoCAD SHX Text
2.4%
AutoCAD SHX Text
2.1%
AutoCAD SHX Text
1.9%
AutoCAD SHX Text
3.2%
AutoCAD SHX Text
3.1%
AutoCAD SHX Text
4.5%
AutoCAD SHX Text
4.7%
AutoCAD SHX Text
0.7%
AutoCAD SHX Text
I.P. 252.60
AutoCAD SHX Text
I.P. 253.33
AutoCAD SHX Text
I.P. 254.06
AutoCAD SHX Text
I.P. 254.49
AutoCAD SHX Text
I.P. 255.40
AutoCAD SHX Text
I.P. 255.67
AutoCAD SHX Text
I.P. 255.80
AutoCAD SHX Text
I.P. 255.92
AutoCAD SHX Text
I.P. 256.17
AutoCAD SHX Text
I.P. 256.74
AutoCAD SHX Text
I.P. 257.35
AutoCAD SHX Text
I.P. 257.99
AutoCAD SHX Text
V.C. 11.9
AutoCAD SHX Text
V.C. 18.3
AutoCAD SHX Text
V.C. 20.0
AutoCAD SHX Text
V.C. 20.0
AutoCAD SHX Text
V.C. 12.7
AutoCAD SHX Text
V.C. 12.7
AutoCAD SHX Text
V.C. 21.7
AutoCAD SHX Text
V.C. 24.1
AutoCAD SHX Text
208.97
AutoCAD SHX Text
257.43
AutoCAD SHX Text
MOONTA STREET CENTERLINE DESIGN
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
7A
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
AS SHOWN @ A1
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
ROAD WORKS
AutoCAD SHX Text
D
AutoCAD SHX Text
7/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
27/7
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
AutoCAD SHX Text
MOONTA STREET
AutoCAD SHX Text
CENTERLINE DESIGN
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
NATURAL
AutoCAD SHX Text
OFFSETS
AutoCAD SHX Text
Scale Horizontal 1:100 Vertical 1:50
AutoCAD SHX Text
253.22
AutoCAD SHX Text
252.60
AutoCAD SHX Text
8.45%
AutoCAD SHX Text
252.54
AutoCAD SHX Text
252.62
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
252.54
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
252.60
AutoCAD SHX Text
252.55
AutoCAD SHX Text
1.18%
AutoCAD SHX Text
252.58
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
251.82
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
253.29
AutoCAD SHX Text
253.17
AutoCAD SHX Text
253.05
AutoCAD SHX Text
252.95
AutoCAD SHX Text
252.93
AutoCAD SHX Text
252.86
AutoCAD SHX Text
252.73
AutoCAD SHX Text
252.70
AutoCAD SHX Text
252.49
AutoCAD SHX Text
252.47
AutoCAD SHX Text
252.26
AutoCAD SHX Text
252.29
AutoCAD SHX Text
252.15
AutoCAD SHX Text
251.92
AutoCAD SHX Text
251.91
AutoCAD SHX Text
251.79
AutoCAD SHX Text
5.00
AutoCAD SHX Text
4.13
AutoCAD SHX Text
3.55
AutoCAD SHX Text
2.14
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.56
AutoCAD SHX Text
1.59
AutoCAD SHX Text
3.23
AutoCAD SHX Text
3.83
AutoCAD SHX Text
5.97
AutoCAD SHX Text
6.53
AutoCAD SHX Text
6.64
AutoCAD SHX Text
9.23
AutoCAD SHX Text
9.83
AutoCAD SHX Text
11.60
AutoCAD SHX Text
12.28
AutoCAD SHX Text
14.45
AutoCAD SHX Text
15.63
AutoCAD SHX Text
15.93
AutoCAD SHX Text
15.95
AutoCAD SHX Text
17.26
AutoCAD SHX Text
18.98
AutoCAD SHX Text
19.60
AutoCAD SHX Text
21.97
AutoCAD SHX Text
23.00
AutoCAD SHX Text
60.09
AutoCAD SHX Text
RL251.00
AutoCAD SHX Text
253.58
AutoCAD SHX Text
252.94
AutoCAD SHX Text
8.69%
AutoCAD SHX Text
252.88
AutoCAD SHX Text
252.96
AutoCAD SHX Text
252.88
AutoCAD SHX Text
252.94
AutoCAD SHX Text
253.02
AutoCAD SHX Text
1.68%
AutoCAD SHX Text
253.05
AutoCAD SHX Text
252.17
AutoCAD SHX Text
253.70
AutoCAD SHX Text
253.48
AutoCAD SHX Text
253.42
AutoCAD SHX Text
253.31
AutoCAD SHX Text
253.26
AutoCAD SHX Text
253.19
AutoCAD SHX Text
253.09
AutoCAD SHX Text
253.08
AutoCAD SHX Text
253.04
AutoCAD SHX Text
252.81
AutoCAD SHX Text
252.62
AutoCAD SHX Text
252.60
AutoCAD SHX Text
252.08
AutoCAD SHX Text
252.06
AutoCAD SHX Text
252.04
AutoCAD SHX Text
251.72
AutoCAD SHX Text
251.71
AutoCAD SHX Text
251.68
AutoCAD SHX Text
5.00
AutoCAD SHX Text
4.12
AutoCAD SHX Text
3.38
AutoCAD SHX Text
2.59
AutoCAD SHX Text
2.25
AutoCAD SHX Text
1.39
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.93
AutoCAD SHX Text
3.23
AutoCAD SHX Text
3.83
AutoCAD SHX Text
4.06
AutoCAD SHX Text
5.33
AutoCAD SHX Text
6.53
AutoCAD SHX Text
6.95
AutoCAD SHX Text
9.23
AutoCAD SHX Text
9.83
AutoCAD SHX Text
11.53
AutoCAD SHX Text
11.95
AutoCAD SHX Text
14.45
AutoCAD SHX Text
15.95
AutoCAD SHX Text
15.95
AutoCAD SHX Text
16.18
AutoCAD SHX Text
16.27
AutoCAD SHX Text
20.04
AutoCAD SHX Text
20.27
AutoCAD SHX Text
23.00
AutoCAD SHX Text
70.00
AutoCAD SHX Text
RL251.00
AutoCAD SHX Text
254.45
AutoCAD SHX Text
253.42
AutoCAD SHX Text
1:7.18
AutoCAD SHX Text
253.36
AutoCAD SHX Text
253.44
AutoCAD SHX Text
253.36
AutoCAD SHX Text
253.42
AutoCAD SHX Text
253.54
AutoCAD SHX Text
2.49%
AutoCAD SHX Text
253.57
AutoCAD SHX Text
252.69
AutoCAD SHX Text
254.53
AutoCAD SHX Text
254.52
AutoCAD SHX Text
254.30
AutoCAD SHX Text
254.04
AutoCAD SHX Text
254.02
AutoCAD SHX Text
253.89
AutoCAD SHX Text
253.74
AutoCAD SHX Text
253.69
AutoCAD SHX Text
253.41
AutoCAD SHX Text
253.20
AutoCAD SHX Text
252.85
AutoCAD SHX Text
252.42
AutoCAD SHX Text
252.19
AutoCAD SHX Text
252.06
AutoCAD SHX Text
5.00
AutoCAD SHX Text
4.85
AutoCAD SHX Text
4.69
AutoCAD SHX Text
4.12
AutoCAD SHX Text
2.98
AutoCAD SHX Text
2.28
AutoCAD SHX Text
2.20
AutoCAD SHX Text
0.00
AutoCAD SHX Text
2.81
AutoCAD SHX Text
3.23
AutoCAD SHX Text
3.83
AutoCAD SHX Text
6.11
AutoCAD SHX Text
6.53
AutoCAD SHX Text
8.06
AutoCAD SHX Text
9.23
AutoCAD SHX Text
9.83
AutoCAD SHX Text
10.07
AutoCAD SHX Text
12.52
AutoCAD SHX Text
14.43
AutoCAD SHX Text
14.45
AutoCAD SHX Text
15.95
AutoCAD SHX Text
16.25
AutoCAD SHX Text
23.00
AutoCAD SHX Text
82.91
AutoCAD SHX Text
RL251.00
AutoCAD SHX Text
254.52
AutoCAD SHX Text
253.50
AutoCAD SHX Text
1:7.24
AutoCAD SHX Text
253.44
AutoCAD SHX Text
253.52
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
253.44
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
253.50
AutoCAD SHX Text
253.62
AutoCAD SHX Text
2.61%
AutoCAD SHX Text
253.65
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
252.77
AutoCAD SHX Text
254.57
AutoCAD SHX Text
254.52
AutoCAD SHX Text
254.37
AutoCAD SHX Text
254.18
AutoCAD SHX Text
254.11
AutoCAD SHX Text
254.03
AutoCAD SHX Text
254.00
AutoCAD SHX Text
253.85
AutoCAD SHX Text
253.78
AutoCAD SHX Text
253.63
AutoCAD SHX Text
253.52
AutoCAD SHX Text
253.33
AutoCAD SHX Text
252.44
AutoCAD SHX Text
252.28
AutoCAD SHX Text
252.19
AutoCAD SHX Text
252.18
AutoCAD SHX Text
252.08
AutoCAD SHX Text
5.00
AutoCAD SHX Text
4.80
AutoCAD SHX Text
4.12
AutoCAD SHX Text
4.11
AutoCAD SHX Text
2.90
AutoCAD SHX Text
2.41
AutoCAD SHX Text
2.05
AutoCAD SHX Text
0.73
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.00
AutoCAD SHX Text
3.27
AutoCAD SHX Text
3.87
AutoCAD SHX Text
6.57
AutoCAD SHX Text
6.98
AutoCAD SHX Text
8.02
AutoCAD SHX Text
9.10
AutoCAD SHX Text
9.27
AutoCAD SHX Text
9.87
AutoCAD SHX Text
10.41
AutoCAD SHX Text
14.31
AutoCAD SHX Text
14.45
AutoCAD SHX Text
15.62
AutoCAD SHX Text
15.95
AutoCAD SHX Text
16.42
AutoCAD SHX Text
17.72
AutoCAD SHX Text
23.00
AutoCAD SHX Text
85.00
AutoCAD SHX Text
RL251.00
AutoCAD SHX Text
254.00
AutoCAD SHX Text
253.94
AutoCAD SHX Text
254.02
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
253.94
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
254.00
AutoCAD SHX Text
254.06
AutoCAD SHX Text
2.03%
AutoCAD SHX Text
254.09
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
254.67
AutoCAD SHX Text
252.97
AutoCAD SHX Text
254.84
AutoCAD SHX Text
254.66
AutoCAD SHX Text
254.65
AutoCAD SHX Text
254.62
AutoCAD SHX Text
254.60
AutoCAD SHX Text
254.55
AutoCAD SHX Text
254.47
AutoCAD SHX Text
254.40
AutoCAD SHX Text
253.97
AutoCAD SHX Text
252.33
AutoCAD SHX Text
252.16
AutoCAD SHX Text
252.16
AutoCAD SHX Text
252.18
AutoCAD SHX Text
252.18
AutoCAD SHX Text
5.00
AutoCAD SHX Text
2.78
AutoCAD SHX Text
2.56
AutoCAD SHX Text
0.64
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.58
AutoCAD SHX Text
2.87
AutoCAD SHX Text
3.36
AutoCAD SHX Text
3.47
AutoCAD SHX Text
4.11
AutoCAD SHX Text
6.17
AutoCAD SHX Text
8.56
AutoCAD SHX Text
8.87
AutoCAD SHX Text
9.47
AutoCAD SHX Text
12.29
AutoCAD SHX Text
12.58
AutoCAD SHX Text
14.08
AutoCAD SHX Text
16.33
AutoCAD SHX Text
17.39
AutoCAD SHX Text
21.51
AutoCAD SHX Text
23.00
AutoCAD SHX Text
100.00
AutoCAD SHX Text
RL251.00
AutoCAD SHX Text
254.73
AutoCAD SHX Text
254.27
AutoCAD SHX Text
1:8.05
AutoCAD SHX Text
254.21
AutoCAD SHX Text
254.30
AutoCAD SHX Text
254.21
AutoCAD SHX Text
254.27
AutoCAD SHX Text
254.36
AutoCAD SHX Text
3.76%
AutoCAD SHX Text
254.39
AutoCAD SHX Text
253.25
AutoCAD SHX Text
254.99
AutoCAD SHX Text
254.74
AutoCAD SHX Text
254.63
AutoCAD SHX Text
254.63
AutoCAD SHX Text
254.50
AutoCAD SHX Text
254.18
AutoCAD SHX Text
253.35
AutoCAD SHX Text
252.70
AutoCAD SHX Text
252.41
AutoCAD SHX Text
252.41
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
2.10
AutoCAD SHX Text
2.34
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.05
AutoCAD SHX Text
4.30
AutoCAD SHX Text
7.00
AutoCAD SHX Text
8.77
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
11.02
AutoCAD SHX Text
12.45
AutoCAD SHX Text
12.46
AutoCAD SHX Text
13.95
AutoCAD SHX Text
17.16
AutoCAD SHX Text
23.00
AutoCAD SHX Text
110.80
AutoCAD SHX Text
RL251.00
AutoCAD SHX Text
254.81
AutoCAD SHX Text
254.37
AutoCAD SHX Text
1:8.34
AutoCAD SHX Text
254.31
AutoCAD SHX Text
254.39
AutoCAD SHX Text
254.31
AutoCAD SHX Text
254.37
AutoCAD SHX Text
254.45
AutoCAD SHX Text
3.71%
AutoCAD SHX Text
254.48
AutoCAD SHX Text
253.35
AutoCAD SHX Text
255.07
AutoCAD SHX Text
254.81
AutoCAD SHX Text
254.65
AutoCAD SHX Text
254.33
AutoCAD SHX Text
254.33
AutoCAD SHX Text
254.13
AutoCAD SHX Text
254.15
AutoCAD SHX Text
252.79
AutoCAD SHX Text
252.67
AutoCAD SHX Text
252.65
AutoCAD SHX Text
252.70
AutoCAD SHX Text
252.70
AutoCAD SHX Text
252.58
AutoCAD SHX Text
252.57
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.03
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
7.00
AutoCAD SHX Text
8.27
AutoCAD SHX Text
8.71
AutoCAD SHX Text
8.96
AutoCAD SHX Text
9.11
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.13
AutoCAD SHX Text
13.95
AutoCAD SHX Text
16.61
AutoCAD SHX Text
18.13
AutoCAD SHX Text
19.02
AutoCAD SHX Text
22.16
AutoCAD SHX Text
22.62
AutoCAD SHX Text
23.00
AutoCAD SHX Text
115.00
AutoCAD SHX Text
RL252.00
AutoCAD SHX Text
254.89
AutoCAD SHX Text
254.52
AutoCAD SHX Text
254.46
AutoCAD SHX Text
254.54
AutoCAD SHX Text
254.46
AutoCAD SHX Text
254.52
AutoCAD SHX Text
254.57
AutoCAD SHX Text
254.60
AutoCAD SHX Text
253.47
AutoCAD SHX Text
255.16
AutoCAD SHX Text
254.89
AutoCAD SHX Text
254.68
AutoCAD SHX Text
254.62
AutoCAD SHX Text
254.58
AutoCAD SHX Text
254.45
AutoCAD SHX Text
253.71
AutoCAD SHX Text
253.03
AutoCAD SHX Text
253.04
AutoCAD SHX Text
252.87
AutoCAD SHX Text
253.00
AutoCAD SHX Text
252.78
AutoCAD SHX Text
252.74
AutoCAD SHX Text
252.88
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.01
AutoCAD SHX Text
4.30
AutoCAD SHX Text
5.04
AutoCAD SHX Text
7.00
AutoCAD SHX Text
7.59
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
11.37
AutoCAD SHX Text
12.31
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
14.07
AutoCAD SHX Text
14.08
AutoCAD SHX Text
14.89
AutoCAD SHX Text
17.31
AutoCAD SHX Text
18.99
AutoCAD SHX Text
19.38
AutoCAD SHX Text
23.00
AutoCAD SHX Text
120.62
AutoCAD SHX Text
RL252.00
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
8
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
AS SHOWN @ A1
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
ROAD WORKS
AutoCAD SHX Text
7/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
27/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
C
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
NATURAL
AutoCAD SHX Text
OFFSETS
AutoCAD SHX Text
254.87
AutoCAD SHX Text
254.78
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
254.84
AutoCAD SHX Text
254.92
AutoCAD SHX Text
3.35%
AutoCAD SHX Text
254.95
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
254.06
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
255.35
AutoCAD SHX Text
255.10
AutoCAD SHX Text
254.80
AutoCAD SHX Text
254.77
AutoCAD SHX Text
254.10
AutoCAD SHX Text
254.06
AutoCAD SHX Text
254.05
AutoCAD SHX Text
253.97
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
6.26
AutoCAD SHX Text
7.00
AutoCAD SHX Text
7.13
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
19.76
AutoCAD SHX Text
20.92
AutoCAD SHX Text
21.05
AutoCAD SHX Text
21.93
AutoCAD SHX Text
23.00
AutoCAD SHX Text
130.00
AutoCAD SHX Text
RL253.00
AutoCAD SHX Text
255.84
AutoCAD SHX Text
255.38
AutoCAD SHX Text
1:7.96
AutoCAD SHX Text
255.32
AutoCAD SHX Text
255.40
AutoCAD SHX Text
255.32
AutoCAD SHX Text
255.38
AutoCAD SHX Text
255.41
AutoCAD SHX Text
1.44%
AutoCAD SHX Text
255.44
AutoCAD SHX Text
255.60
AutoCAD SHX Text
256.04
AutoCAD SHX Text
255.85
AutoCAD SHX Text
255.84
AutoCAD SHX Text
255.74
AutoCAD SHX Text
255.70
AutoCAD SHX Text
255.57
AutoCAD SHX Text
255.43
AutoCAD SHX Text
254.80
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.93
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
11.04
AutoCAD SHX Text
11.88
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
15.26
AutoCAD SHX Text
16.60
AutoCAD SHX Text
17.84
AutoCAD SHX Text
23.00
AutoCAD SHX Text
143.33
AutoCAD SHX Text
RL254.00
AutoCAD SHX Text
255.88
AutoCAD SHX Text
255.42
AutoCAD SHX Text
1:7.98
AutoCAD SHX Text
255.36
AutoCAD SHX Text
255.44
AutoCAD SHX Text
255.36
AutoCAD SHX Text
255.42
AutoCAD SHX Text
255.42
AutoCAD SHX Text
0.27%
AutoCAD SHX Text
255.45
AutoCAD SHX Text
255.67
AutoCAD SHX Text
256.07
AutoCAD SHX Text
255.89
AutoCAD SHX Text
255.88
AutoCAD SHX Text
255.76
AutoCAD SHX Text
255.63
AutoCAD SHX Text
254.91
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.98
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
11.39
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
15.65
AutoCAD SHX Text
17.15
AutoCAD SHX Text
23.00
AutoCAD SHX Text
145.00
AutoCAD SHX Text
RL254.00
AutoCAD SHX Text
256.19
AutoCAD SHX Text
255.78
AutoCAD SHX Text
1:8.94
AutoCAD SHX Text
255.72
AutoCAD SHX Text
255.80
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
255.57
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
255.63
AutoCAD SHX Text
255.67
AutoCAD SHX Text
255.70
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
255.68
AutoCAD SHX Text
256.32
AutoCAD SHX Text
256.21
AutoCAD SHX Text
256.15
AutoCAD SHX Text
256.14
AutoCAD SHX Text
255.65
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.70
AutoCAD SHX Text
2.43
AutoCAD SHX Text
4.40
AutoCAD SHX Text
5.00
AutoCAD SHX Text
6.37
AutoCAD SHX Text
7.70
AutoCAD SHX Text
17.63
AutoCAD SHX Text
18.21
AutoCAD SHX Text
20.36
AutoCAD SHX Text
21.86
AutoCAD SHX Text
22.02
AutoCAD SHX Text
23.00
AutoCAD SHX Text
157.54
AutoCAD SHX Text
RL255.00
AutoCAD SHX Text
256.29
AutoCAD SHX Text
255.92
AutoCAD SHX Text
9.90%
AutoCAD SHX Text
255.86
AutoCAD SHX Text
255.94
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
255.84
AutoCAD SHX Text
255.90
AutoCAD SHX Text
255.94
AutoCAD SHX Text
255.97
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
255.89
AutoCAD SHX Text
256.33
AutoCAD SHX Text
256.33
AutoCAD SHX Text
256.29
AutoCAD SHX Text
256.26
AutoCAD SHX Text
256.14
AutoCAD SHX Text
255.92
AutoCAD SHX Text
255.80
AutoCAD SHX Text
255.72
AutoCAD SHX Text
5.00
AutoCAD SHX Text
3.80
AutoCAD SHX Text
0.00
AutoCAD SHX Text
2.65
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
7.00
AutoCAD SHX Text
7.94
AutoCAD SHX Text
13.30
AutoCAD SHX Text
13.90
AutoCAD SHX Text
16.67
AutoCAD SHX Text
17.79
AutoCAD SHX Text
18.17
AutoCAD SHX Text
18.87
AutoCAD SHX Text
22.34
AutoCAD SHX Text
23.00
AutoCAD SHX Text
160.36
AutoCAD SHX Text
RL255.00
AutoCAD SHX Text
256.43
AutoCAD SHX Text
256.15
AutoCAD SHX Text
7.46%
AutoCAD SHX Text
256.09
AutoCAD SHX Text
256.17
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
256.09
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
256.15
AutoCAD SHX Text
256.16
AutoCAD SHX Text
0.51%
AutoCAD SHX Text
256.19
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
256.17
AutoCAD SHX Text
256.50
AutoCAD SHX Text
256.47
AutoCAD SHX Text
256.43
AutoCAD SHX Text
256.42
AutoCAD SHX Text
256.32
AutoCAD SHX Text
256.05
AutoCAD SHX Text
256.01
AutoCAD SHX Text
5.00
AutoCAD SHX Text
3.77
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.66
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
5.36
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
14.12
AutoCAD SHX Text
21.10
AutoCAD SHX Text
23.00
AutoCAD SHX Text
168.12
AutoCAD SHX Text
RL255.00
AutoCAD SHX Text
256.66
AutoCAD SHX Text
256.36
AutoCAD SHX Text
8.16%
AutoCAD SHX Text
256.30
AutoCAD SHX Text
256.38
AutoCAD SHX Text
256.30
AutoCAD SHX Text
256.36
AutoCAD SHX Text
256.39
AutoCAD SHX Text
1.38%
AutoCAD SHX Text
256.42
AutoCAD SHX Text
256.36
AutoCAD SHX Text
256.82
AutoCAD SHX Text
256.70
AutoCAD SHX Text
256.66
AutoCAD SHX Text
256.44
AutoCAD SHX Text
256.29
AutoCAD SHX Text
256.30
AutoCAD SHX Text
5.00
AutoCAD SHX Text
1.61
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.65
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
14.45
AutoCAD SHX Text
18.73
AutoCAD SHX Text
23.00
AutoCAD SHX Text
175.00
AutoCAD SHX Text
RL255.00
AutoCAD SHX Text
257.07
AutoCAD SHX Text
256.76
AutoCAD SHX Text
8.51%
AutoCAD SHX Text
256.70
AutoCAD SHX Text
256.78
AutoCAD SHX Text
256.70
AutoCAD SHX Text
256.76
AutoCAD SHX Text
256.78
AutoCAD SHX Text
1.07%
AutoCAD SHX Text
256.81
AutoCAD SHX Text
256.71
AutoCAD SHX Text
257.26
AutoCAD SHX Text
257.07
AutoCAD SHX Text
256.89
AutoCAD SHX Text
256.69
AutoCAD SHX Text
256.77
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
4.87
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
12.29
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
14.78
AutoCAD SHX Text
23.00
AutoCAD SHX Text
186.69
AutoCAD SHX Text
RL255.00
AutoCAD SHX Text
191.89
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
257.40
AutoCAD SHX Text
257.33
AutoCAD SHX Text
2.05%
AutoCAD SHX Text
257.27
AutoCAD SHX Text
257.35
AutoCAD SHX Text
257.27
AutoCAD SHX Text
257.33
AutoCAD SHX Text
257.40
AutoCAD SHX Text
3.30%
AutoCAD SHX Text
257.43
AutoCAD SHX Text
257.55
AutoCAD SHX Text
257.24
AutoCAD SHX Text
257.32
AutoCAD SHX Text
257.35
AutoCAD SHX Text
257.45
AutoCAD SHX Text
257.55
AutoCAD SHX Text
257.61
AutoCAD SHX Text
5.00
AutoCAD SHX Text
1.94
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.00
AutoCAD SHX Text
5.65
AutoCAD SHX Text
6.70
AutoCAD SHX Text
7.30
AutoCAD SHX Text
10.00
AutoCAD SHX Text
12.70
AutoCAD SHX Text
13.30
AutoCAD SHX Text
15.45
AutoCAD SHX Text
16.95
AutoCAD SHX Text
17.89
AutoCAD SHX Text
17.99
AutoCAD SHX Text
23.00
AutoCAD SHX Text
RL256.00
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
9
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
AS SHOWN @ A1
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
ROAD WORKS
AutoCAD SHX Text
7/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
27/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
C
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
3% CEMENT STABILISED
AutoCAD SHX Text
3% LIME STABILISED
AutoCAD SHX Text
300mm OF SUB GRADE TO BE
AutoCAD SHX Text
COMPACTED CLASS 2 F.C.R.
AutoCAD SHX Text
SUB BASE COURSE 220mm
AutoCAD SHX Text
KERB TYPE
AutoCAD SHX Text
SM2-M
AutoCAD SHX Text
1 in 10 (max)
AutoCAD SHX Text
100 mm CONSOLIDATED
AutoCAD SHX Text
300
AutoCAD SHX Text
DEPTH OF TOPSOIL
AutoCAD SHX Text
1 in 8 (max)
AutoCAD SHX Text
PROPERTY BOUNDRY
AutoCAD SHX Text
3700
AutoCAD SHX Text
1 in 50
AutoCAD SHX Text
TYPICAL CROSS SECTION
AutoCAD SHX Text
SERVICE CONDUITS 50 mm HEAVY DUTY P.V.C. CONDUTS.
AutoCAD SHX Text
LOCATED AS SHOWN ON PLAN AND CLEARLY
AutoCAD SHX Text
MARKED ON KERB min COVER 450 mm
AutoCAD SHX Text
BITUMINOUS CONC.
AutoCAD SHX Text
30 mm SIZE 10
AutoCAD SHX Text
1 in 34
AutoCAD SHX Text
600
AutoCAD SHX Text
1 in 34
AutoCAD SHX Text
6600
AutoCAD SHX Text
14000
AutoCAD SHX Text
3700
AutoCAD SHX Text
600
AutoCAD SHX Text
1 in 50
AutoCAD SHX Text
300
AutoCAD SHX Text
1 in 100 (min)
AutoCAD SHX Text
MOONTA STREET
AutoCAD SHX Text
1500 WIDE x 125 DEEP
AutoCAD SHX Text
ON 50 mm CONSOLIDATED
AutoCAD SHX Text
CONC. FOOTPATH
AutoCAD SHX Text
DEPTH F.C.R.
AutoCAD SHX Text
AS PER SD205 & SD210
AutoCAD SHX Text
257.72
AutoCAD SHX Text
257.43
AutoCAD SHX Text
7.93%
AutoCAD SHX Text
257.37
AutoCAD SHX Text
257.45
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
257.37
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
257.43
AutoCAD SHX Text
257.46
AutoCAD SHX Text
1.62%
AutoCAD SHX Text
257.49
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
257.37
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
257.61
AutoCAD SHX Text
257.72
AutoCAD SHX Text
257.76
AutoCAD SHX Text
257.60
AutoCAD SHX Text
257.26
AutoCAD SHX Text
257.00
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
2.11
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
10.70
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
14.94
AutoCAD SHX Text
16.78
AutoCAD SHX Text
23.00
AutoCAD SHX Text
227.53
AutoCAD SHX Text
RL256.00
AutoCAD SHX Text
257.23
AutoCAD SHX Text
256.90
AutoCAD SHX Text
9.06%
AutoCAD SHX Text
256.84
AutoCAD SHX Text
256.92
AutoCAD SHX Text
256.84
AutoCAD SHX Text
256.90
AutoCAD SHX Text
256.89
AutoCAD SHX Text
0.30%
AutoCAD SHX Text
256.92
AutoCAD SHX Text
256.70
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
257.15
AutoCAD SHX Text
257.23
AutoCAD SHX Text
257.28
AutoCAD SHX Text
257.23
AutoCAD SHX Text
257.01
AutoCAD SHX Text
256.89
AutoCAD SHX Text
256.37
AutoCAD SHX Text
256.35
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
2.73
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
5.95
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.34
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
12.12
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
15.75
AutoCAD SHX Text
21.64
AutoCAD SHX Text
23.00
AutoCAD SHX Text
235.00
AutoCAD SHX Text
RL255.00
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
NATURAL
AutoCAD SHX Text
OFFSETS
AutoCAD SHX Text
Scale Horizontal 1:100 Vertical 1:50
AutoCAD SHX Text
257.64
AutoCAD SHX Text
258.01
AutoCAD SHX Text
9.94%
AutoCAD SHX Text
257.95
AutoCAD SHX Text
258.03
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
257.95
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
258.01
AutoCAD SHX Text
258.09
AutoCAD SHX Text
3.87%
AutoCAD SHX Text
258.12
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
258.79
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
257.39
AutoCAD SHX Text
257.51
AutoCAD SHX Text
257.64
AutoCAD SHX Text
257.82
AutoCAD SHX Text
258.53
AutoCAD SHX Text
258.91
AutoCAD SHX Text
258.86
AutoCAD SHX Text
5.00
AutoCAD SHX Text
2.52
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.34
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.89
AutoCAD SHX Text
13.95
AutoCAD SHX Text
19.27
AutoCAD SHX Text
21.89
AutoCAD SHX Text
23.00
AutoCAD SHX Text
205.00
AutoCAD SHX Text
RL256.00
AutoCAD SHX Text
257.85
AutoCAD SHX Text
258.05
AutoCAD SHX Text
5.35%
AutoCAD SHX Text
257.99
AutoCAD SHX Text
258.07
AutoCAD SHX Text
257.99
AutoCAD SHX Text
258.05
AutoCAD SHX Text
258.22
AutoCAD SHX Text
7.82%
AutoCAD SHX Text
258.25
AutoCAD SHX Text
258.86
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
257.63
AutoCAD SHX Text
257.81
AutoCAD SHX Text
257.85
AutoCAD SHX Text
258.04
AutoCAD SHX Text
258.47
AutoCAD SHX Text
258.81
AutoCAD SHX Text
258.89
AutoCAD SHX Text
259.00
AutoCAD SHX Text
5.00
AutoCAD SHX Text
1.19
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
5.36
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
12.45
AutoCAD SHX Text
12.61
AutoCAD SHX Text
13.95
AutoCAD SHX Text
17.67
AutoCAD SHX Text
18.80
AutoCAD SHX Text
19.56
AutoCAD SHX Text
23.00
AutoCAD SHX Text
219.15
AutoCAD SHX Text
RL257.00
AutoCAD SHX Text
257.86
AutoCAD SHX Text
257.92
AutoCAD SHX Text
1.73%
AutoCAD SHX Text
257.86
AutoCAD SHX Text
257.94
AutoCAD SHX Text
257.86
AutoCAD SHX Text
257.92
AutoCAD SHX Text
258.07
AutoCAD SHX Text
7.02%
AutoCAD SHX Text
258.10
AutoCAD SHX Text
258.32
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
257.55
AutoCAD SHX Text
257.79
AutoCAD SHX Text
258.04
AutoCAD SHX Text
258.11
AutoCAD SHX Text
258.19
AutoCAD SHX Text
258.51
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.70
AutoCAD SHX Text
5.40
AutoCAD SHX Text
6.00
AutoCAD SHX Text
6.78
AutoCAD SHX Text
8.70
AutoCAD SHX Text
10.88
AutoCAD SHX Text
11.40
AutoCAD SHX Text
12.00
AutoCAD SHX Text
13.52
AutoCAD SHX Text
14.15
AutoCAD SHX Text
15.65
AutoCAD SHX Text
17.40
AutoCAD SHX Text
23.00
AutoCAD SHX Text
223.34
AutoCAD SHX Text
RL257.00
AutoCAD SHX Text
257.61
AutoCAD SHX Text
257.85
AutoCAD SHX Text
6.41%
AutoCAD SHX Text
257.79
AutoCAD SHX Text
257.87
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
257.79
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
257.85
AutoCAD SHX Text
258.02
AutoCAD SHX Text
7.99%
AutoCAD SHX Text
258.05
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
258.57
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
257.34
AutoCAD SHX Text
257.61
AutoCAD SHX Text
257.77
AutoCAD SHX Text
257.98
AutoCAD SHX Text
258.51
AutoCAD SHX Text
258.66
AutoCAD SHX Text
258.56
AutoCAD SHX Text
5.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
2.94
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
6.06
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
16.91
AutoCAD SHX Text
18.08
AutoCAD SHX Text
20.06
AutoCAD SHX Text
23.00
AutoCAD SHX Text
197.09
AutoCAD SHX Text
RL257.00
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
256.03
AutoCAD SHX Text
255.69
AutoCAD SHX Text
9.16%
AutoCAD SHX Text
255.63
AutoCAD SHX Text
255.71
AutoCAD SHX Text
255.63
AutoCAD SHX Text
255.69
AutoCAD SHX Text
255.74
AutoCAD SHX Text
2.25%
AutoCAD SHX Text
255.77
AutoCAD SHX Text
255.45
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
256.14
AutoCAD SHX Text
256.09
AutoCAD SHX Text
256.10
AutoCAD SHX Text
256.03
AutoCAD SHX Text
255.79
AutoCAD SHX Text
255.61
AutoCAD SHX Text
255.54
AutoCAD SHX Text
255.40
AutoCAD SHX Text
5.00
AutoCAD SHX Text
1.55
AutoCAD SHX Text
0.90
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.14
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.30
AutoCAD SHX Text
6.28
AutoCAD SHX Text
7.00
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
10.65
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
16.51
AutoCAD SHX Text
20.00
AutoCAD SHX Text
250.00
AutoCAD SHX Text
RL254.00
AutoCAD SHX Text
255.85
AutoCAD SHX Text
255.50
AutoCAD SHX Text
9.32%
AutoCAD SHX Text
255.44
AutoCAD SHX Text
255.52
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
255.44
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
255.50
AutoCAD SHX Text
255.52
AutoCAD SHX Text
0.78%
AutoCAD SHX Text
255.55
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
255.28
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
256.02
AutoCAD SHX Text
255.95
AutoCAD SHX Text
255.85
AutoCAD SHX Text
255.62
AutoCAD SHX Text
255.46
AutoCAD SHX Text
255.41
AutoCAD SHX Text
255.39
AutoCAD SHX Text
255.35
AutoCAD SHX Text
255.23
AutoCAD SHX Text
5.00
AutoCAD SHX Text
1.05
AutoCAD SHX Text
0.00
AutoCAD SHX Text
2.29
AutoCAD SHX Text
3.70
AutoCAD SHX Text
4.09
AutoCAD SHX Text
4.30
AutoCAD SHX Text
6.92
AutoCAD SHX Text
7.00
AutoCAD SHX Text
8.80
AutoCAD SHX Text
9.70
AutoCAD SHX Text
10.30
AutoCAD SHX Text
10.72
AutoCAD SHX Text
12.45
AutoCAD SHX Text
13.95
AutoCAD SHX Text
16.12
AutoCAD SHX Text
20.00
AutoCAD SHX Text
252.87
AutoCAD SHX Text
RL254.00
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
3.00%
AutoCAD SHX Text
2.00%
AutoCAD SHX Text
3% CEMENT STABILISED
AutoCAD SHX Text
3% LIME STABILISED
AutoCAD SHX Text
300mm OF SUB GRADE TO BE
AutoCAD SHX Text
COMPACTED CLASS 2 F.C.R.
AutoCAD SHX Text
SUB BASE COURSE 220mm
AutoCAD SHX Text
TYPICAL CROSS SECTION
AutoCAD SHX Text
BITUMINOUS CONC.
AutoCAD SHX Text
30 mm SIZE 10
AutoCAD SHX Text
600
AutoCAD SHX Text
1 in 50
AutoCAD SHX Text
1 in 100 (min)
AutoCAD SHX Text
UNION STREET
AutoCAD SHX Text
1500 WIDE x 125 DEEP
AutoCAD SHX Text
ON 50 mm CONSOLIDATED
AutoCAD SHX Text
CONC. FOOTPATH
AutoCAD SHX Text
DEPTH F.C.R.
AutoCAD SHX Text
AS PER SD205 & SD210
AutoCAD SHX Text
KERB TYPE
AutoCAD SHX Text
SM2-M
AutoCAD SHX Text
UNION STREET
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
NATURAL
AutoCAD SHX Text
OFFSETS
AutoCAD SHX Text
Scale Horizontal 1:100 Vertical 1:50
AutoCAD SHX Text
252.16
AutoCAD SHX Text
252.15
AutoCAD SHX Text
252.21
AutoCAD SHX Text
252.27
AutoCAD SHX Text
1.71%
AutoCAD SHX Text
252.30
AutoCAD SHX Text
252.07
AutoCAD SHX Text
1:8.00
AutoCAD SHX Text
252.17
AutoCAD SHX Text
252.17
AutoCAD SHX Text
252.16
AutoCAD SHX Text
252.17
AutoCAD SHX Text
252.14
AutoCAD SHX Text
252.20
AutoCAD SHX Text
252.24
AutoCAD SHX Text
252.24
AutoCAD SHX Text
252.07
AutoCAD SHX Text
252.13
AutoCAD SHX Text
252.07
AutoCAD SHX Text
10.00
AutoCAD SHX Text
8.69
AutoCAD SHX Text
7.84
AutoCAD SHX Text
5.80
AutoCAD SHX Text
5.60
AutoCAD SHX Text
5.50
AutoCAD SHX Text
4.90
AutoCAD SHX Text
4.28
AutoCAD SHX Text
3.16
AutoCAD SHX Text
1.55
AutoCAD SHX Text
0.95
AutoCAD SHX Text
0.05
AutoCAD SHX Text
0.04
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.59
AutoCAD SHX Text
1.77
AutoCAD SHX Text
2.00
AutoCAD SHX Text
1.45
AutoCAD SHX Text
RL251.00
AutoCAD SHX Text
253.12
AutoCAD SHX Text
253.11
AutoCAD SHX Text
253.17
AutoCAD SHX Text
253.26
AutoCAD SHX Text
2.65%
AutoCAD SHX Text
253.29
AutoCAD SHX Text
253.21
AutoCAD SHX Text
253.10
AutoCAD SHX Text
253.04
AutoCAD SHX Text
253.02
AutoCAD SHX Text
253.07
AutoCAD SHX Text
253.28
AutoCAD SHX Text
253.32
AutoCAD SHX Text
253.17
AutoCAD SHX Text
253.29
AutoCAD SHX Text
10.00
AutoCAD SHX Text
8.62
AutoCAD SHX Text
5.80
AutoCAD SHX Text
5.50
AutoCAD SHX Text
5.17
AutoCAD SHX Text
4.90
AutoCAD SHX Text
4.27
AutoCAD SHX Text
3.72
AutoCAD SHX Text
3.06
AutoCAD SHX Text
1.55
AutoCAD SHX Text
0.59
AutoCAD SHX Text
0.05
AutoCAD SHX Text
0.00
AutoCAD SHX Text
2.00
AutoCAD SHX Text
24.14
AutoCAD SHX Text
RL252.00
AutoCAD SHX Text
300
AutoCAD SHX Text
BITUMINOUS CONC.
AutoCAD SHX Text
30 mm SIZE 10
AutoCAD SHX Text
NEW PAVEMENT
AutoCAD SHX Text
EXISTING PAVEMENT
AutoCAD SHX Text
EXISTING SEAL
AutoCAD SHX Text
300mm SEAL OVERLAP
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
10
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
AS SHOWN @ A1
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
ROAD WORKS
AutoCAD SHX Text
7/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
27/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
C
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 250.000
AutoCAD SHX Text
VELOCITY Q5 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q5 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
0.00
AutoCAD SHX Text
252.520
AutoCAD SHX Text
253.060
AutoCAD SHX Text
252.000
AutoCAD SHX Text
1.350
AutoCAD SHX Text
34
AutoCAD SHX Text
1200%%CRCP
AutoCAD SHX Text
1 in 67.00
AutoCAD SHX Text
2.64/7.66
AutoCAD SHX Text
5.69/6.78
AutoCAD SHX Text
4.02
AutoCAD SHX Text
252.910
AutoCAD SHX Text
253.500
AutoCAD SHX Text
252.060
AutoCAD SHX Text
1.490
AutoCAD SHX Text
35
AutoCAD SHX Text
19.22
AutoCAD SHX Text
253.700
AutoCAD SHX Text
253.700
AutoCAD SHX Text
1.490
AutoCAD SHX Text
36
AutoCAD SHX Text
1200%%CRCP
AutoCAD SHX Text
1 in 78.96
AutoCAD SHX Text
2.546/7.014
AutoCAD SHX Text
5.40/6.20
AutoCAD SHX Text
34.41
AutoCAD SHX Text
254.030
AutoCAD SHX Text
254.030
AutoCAD SHX Text
1.570
AutoCAD SHX Text
37
AutoCAD SHX Text
43.50
AutoCAD SHX Text
254.230
AutoCAD SHX Text
254.230
AutoCAD SHX Text
252.560
AutoCAD SHX Text
1.670
AutoCAD SHX Text
38
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1 in 73.30
AutoCAD SHX Text
1.274/2.121
AutoCAD SHX Text
5.14/4.80
AutoCAD SHX Text
50.83
AutoCAD SHX Text
254.330
AutoCAD SHX Text
254.550
AutoCAD SHX Text
252.660
AutoCAD SHX Text
1.670
AutoCAD SHX Text
39
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1 in 29.80
AutoCAD SHX Text
1.141/3.449
AutoCAD SHX Text
6.48/7.81
AutoCAD SHX Text
102.68
AutoCAD SHX Text
256.500
AutoCAD SHX Text
256.800
AutoCAD SHX Text
254.400
AutoCAD SHX Text
2.400
AutoCAD SHX Text
40
AutoCAD SHX Text
750%%CRCP
AutoCAD SHX Text
1 in 36.16
AutoCAD SHX Text
1.141/3.106
AutoCAD SHX Text
7.91/7.03
AutoCAD SHX Text
111.72
AutoCAD SHX Text
256.400
AutoCAD SHX Text
256.400
AutoCAD SHX Text
254.650
AutoCAD SHX Text
1.750
AutoCAD SHX Text
41
AutoCAD SHX Text
SEWER MAIN
AutoCAD SHX Text
EXISTING SEWER ADJACENT
AutoCAD SHX Text
H.G.L. Q100 LEVEL
AutoCAD SHX Text
252.520
AutoCAD SHX Text
253.260
AutoCAD SHX Text
253.760
AutoCAD SHX Text
254.231
AutoCAD SHX Text
255.150
AutoCAD SHX Text
255.407
AutoCAD SHX Text
257.107
AutoCAD SHX Text
253.295
AutoCAD SHX Text
254.173
AutoCAD SHX Text
254.443
AutoCAD SHX Text
255.354
AutoCAD SHX Text
TELSTRA
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 251.000
AutoCAD SHX Text
VELOCITY Q100 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q100 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
0.00
AutoCAD SHX Text
254.230
AutoCAD SHX Text
254.230
AutoCAD SHX Text
252.560
AutoCAD SHX Text
1.670
AutoCAD SHX Text
38
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1 in 35.51
AutoCAD SHX Text
1.311/3.137
AutoCAD SHX Text
6.60/7.10
AutoCAD SHX Text
26.28
AutoCAD SHX Text
255.650
AutoCAD SHX Text
255.650
AutoCAD SHX Text
253.600
AutoCAD SHX Text
2.050
AutoCAD SHX Text
42
AutoCAD SHX Text
47.00
AutoCAD SHX Text
255.800
AutoCAD SHX Text
255.800
AutoCAD SHX Text
1.760
AutoCAD SHX Text
43
AutoCAD SHX Text
63.01
AutoCAD SHX Text
256.080
AutoCAD SHX Text
256.000
AutoCAD SHX Text
1.770
AutoCAD SHX Text
44
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1 in 85.91
AutoCAD SHX Text
1.256/1.947
AutoCAD SHX Text
4.80/4.41
AutoCAD SHX Text
78.01
AutoCAD SHX Text
256.160
AutoCAD SHX Text
256.200
AutoCAD SHX Text
1.800
AutoCAD SHX Text
45
AutoCAD SHX Text
95.01
AutoCAD SHX Text
256.930
AutoCAD SHX Text
256.930
AutoCAD SHX Text
254.600
AutoCAD SHX Text
2.330
AutoCAD SHX Text
46
AutoCAD SHX Text
750%%cRCP
AutoCAD SHX Text
1 in 95.40
AutoCAD SHX Text
1.244/1.840
AutoCAD SHX Text
4.60/4.16
AutoCAD SHX Text
114.18
AutoCAD SHX Text
256.650
AutoCAD SHX Text
256.650
AutoCAD SHX Text
254.800
AutoCAD SHX Text
1.850
AutoCAD SHX Text
47
AutoCAD SHX Text
525%%cRCP
AutoCAD SHX Text
1 in 34.28
AutoCAD SHX Text
131.32
AutoCAD SHX Text
258.600
AutoCAD SHX Text
258.600
AutoCAD SHX Text
256.000
AutoCAD SHX Text
2.600
AutoCAD SHX Text
48
AutoCAD SHX Text
H.G.L. Q100 LEVEL
AutoCAD SHX Text
253.760
AutoCAD SHX Text
254.393
AutoCAD SHX Text
255.350
AutoCAD SHX Text
255.700
AutoCAD SHX Text
256.671
AutoCAD SHX Text
254.173
AutoCAD SHX Text
254.662
AutoCAD SHX Text
255.556
AutoCAD SHX Text
256.508
AutoCAD SHX Text
257.385
AutoCAD SHX Text
255.500
AutoCAD SHX Text
1.150
AutoCAD SHX Text
NEW SEC
AutoCAD SHX Text
252.860
AutoCAD SHX Text
1.370
AutoCAD SHX Text
253.800
AutoCAD SHX Text
1.850
AutoCAD SHX Text
0.573/1.251
AutoCAD SHX Text
5.61/5.78
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 249.000
AutoCAD SHX Text
VELOCITY Q5 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q5 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
0.00
AutoCAD SHX Text
251.190
AutoCAD SHX Text
251.190
AutoCAD SHX Text
250.600
AutoCAD SHX Text
0.590
AutoCAD SHX Text
1
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
1 in 89.40
AutoCAD SHX Text
0.234/0.497
AutoCAD SHX Text
3.06/3.13
AutoCAD SHX Text
4.47
AutoCAD SHX Text
251.620
AutoCAD SHX Text
251.620
AutoCAD SHX Text
250.650
AutoCAD SHX Text
0.970
AutoCAD SHX Text
2
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
1 in 133.17
AutoCAD SHX Text
0.231/0.401
AutoCAD SHX Text
2.66/2.52
AutoCAD SHX Text
35.10
AutoCAD SHX Text
252.030
AutoCAD SHX Text
252.030
AutoCAD SHX Text
250.880
AutoCAD SHX Text
1.070
AutoCAD SHX Text
3
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
WATER MAIN (NOT FOUND)
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
H.G.L. Q5 LEVEL
AutoCAD SHX Text
251.050
AutoCAD SHX Text
251.100
AutoCAD SHX Text
251.330
AutoCAD SHX Text
251.210
AutoCAD SHX Text
251.491
AutoCAD SHX Text
SEWER MAIN
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
11
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
AS SHOWN @ A1
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DRAINAGE
AutoCAD SHX Text
7/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
SERVICE LOCATIONS
AutoCAD SHX Text
20/7
AutoCAD SHX Text
27/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
E
AutoCAD SHX Text
22/9
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
F
AutoCAD SHX Text
5/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
G
AutoCAD SHX Text
9/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
H
AutoCAD SHX Text
13/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
I
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
35.10
AutoCAD SHX Text
252.030
AutoCAD SHX Text
252.030
AutoCAD SHX Text
250.880
AutoCAD SHX Text
1.070
AutoCAD SHX Text
3
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
1 in 125.71
AutoCAD SHX Text
0.228/0.414
AutoCAD SHX Text
2.70/2.60
AutoCAD SHX Text
43.90
AutoCAD SHX Text
252.160
AutoCAD SHX Text
252.200
AutoCAD SHX Text
250.950
AutoCAD SHX Text
1.150
AutoCAD SHX Text
4
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
1 in 44.32
AutoCAD SHX Text
0.223/0.726
AutoCAD SHX Text
3.70/4.57
AutoCAD SHX Text
54.98
AutoCAD SHX Text
252.500
AutoCAD SHX Text
252.500
AutoCAD SHX Text
251.200
AutoCAD SHX Text
1.300
AutoCAD SHX Text
5
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
1 in 27.11
AutoCAD SHX Text
0.208/0.947
AutoCAD SHX Text
4.05/5.95
AutoCAD SHX Text
95.64
AutoCAD SHX Text
253.350
AutoCAD SHX Text
254.040
AutoCAD SHX Text
252.700
AutoCAD SHX Text
1.340
AutoCAD SHX Text
7
AutoCAD SHX Text
450%%cRCP
AutoCAD SHX Text
1 in 69.40
AutoCAD SHX Text
0.102/0.570
AutoCAD SHX Text
2.19/3.58
AutoCAD SHX Text
106.05
AutoCAD SHX Text
253.380
AutoCAD SHX Text
254.220
AutoCAD SHX Text
252.850
AutoCAD SHX Text
1.370
AutoCAD SHX Text
13
AutoCAD SHX Text
450%%cRCP
AutoCAD SHX Text
1 in 34.12
AutoCAD SHX Text
0.102/0.836
AutoCAD SHX Text
2.47/5.26
AutoCAD SHX Text
140.17
AutoCAD SHX Text
255.750
AutoCAD SHX Text
255.380
AutoCAD SHX Text
253.850
AutoCAD SHX Text
1.530
AutoCAD SHX Text
1.380
AutoCAD SHX Text
14
AutoCAD SHX Text
450%%CRCP
AutoCAD SHX Text
1 in 75.00
AutoCAD SHX Text
0.093/0.547
AutoCAD SHX Text
1.99/3.44
AutoCAD SHX Text
147.67
AutoCAD SHX Text
255.830
AutoCAD SHX Text
255.540
AutoCAD SHX Text
253.950
AutoCAD SHX Text
1.440
AutoCAD SHX Text
254.500
AutoCAD SHX Text
1.040
AutoCAD SHX Text
15
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 40.80
AutoCAD SHX Text
0.042/0.261
AutoCAD SHX Text
2.03/3.70
AutoCAD SHX Text
157.87
AutoCAD SHX Text
256.030
AutoCAD SHX Text
255.780
AutoCAD SHX Text
254.750
AutoCAD SHX Text
1.030
AutoCAD SHX Text
16
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 67.73
AutoCAD SHX Text
0.040/0.199
AutoCAD SHX Text
1.80/2.81
AutoCAD SHX Text
178.19
AutoCAD SHX Text
256.240
AutoCAD SHX Text
256.130
AutoCAD SHX Text
255.050
AutoCAD SHX Text
1.080
AutoCAD SHX Text
17
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 28.97
AutoCAD SHX Text
0.036/0.315
AutoCAD SHX Text
2.09/4.45
AutoCAD SHX Text
195.57
AutoCAD SHX Text
256.710
AutoCAD SHX Text
256.750
AutoCAD SHX Text
255.650
AutoCAD SHX Text
1.100
AutoCAD SHX Text
255.800
AutoCAD SHX Text
0.950
AutoCAD SHX Text
18
AutoCAD SHX Text
150%%cUPVC
AutoCAD SHX Text
1 in 22.67
AutoCAD SHX Text
0.014/0.058
AutoCAD SHX Text
2.26/3.28
AutoCAD SHX Text
209.85
AutoCAD SHX Text
257.160
AutoCAD SHX Text
257.030
AutoCAD SHX Text
256.430
AutoCAD SHX Text
0.600
AutoCAD SHX Text
20
AutoCAD SHX Text
150%%cUPVC
AutoCAD SHX Text
1 in 24.21
AutoCAD SHX Text
0.009/0.056
AutoCAD SHX Text
1.74/3.17
AutoCAD SHX Text
217.60
AutoCAD SHX Text
257.450
AutoCAD SHX Text
257.450
AutoCAD SHX Text
256.750
AutoCAD SHX Text
0.700
AutoCAD SHX Text
21
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
EXISTING GAS
AutoCAD SHX Text
NEW POWER
AutoCAD SHX Text
NEW TELSTRA
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
NEW POWER
AutoCAD SHX Text
NEW TELSTRA
AutoCAD SHX Text
NEW WATER
AutoCAD SHX Text
NEW GAS
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
251.330
AutoCAD SHX Text
251.522
AutoCAD SHX Text
251.664
AutoCAD SHX Text
253.150
AutoCAD SHX Text
253.300
AutoCAD SHX Text
254.300
AutoCAD SHX Text
254.332
AutoCAD SHX Text
254.400
AutoCAD SHX Text
254.431
AutoCAD SHX Text
255.050
AutoCAD SHX Text
255.350
AutoCAD SHX Text
255.950
AutoCAD SHX Text
255.974
AutoCAD SHX Text
256.580
AutoCAD SHX Text
256.900
AutoCAD SHX Text
251.491
AutoCAD SHX Text
251.627
AutoCAD SHX Text
251.765
AutoCAD SHX Text
253.234
AutoCAD SHX Text
253.311
AutoCAD SHX Text
255.068
AutoCAD SHX Text
255.366
AutoCAD SHX Text
256.610
AutoCAD SHX Text
256.962
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 251.000
AutoCAD SHX Text
VELOCITY Q5 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q5 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
0.00
AutoCAD SHX Text
253.350
AutoCAD SHX Text
254.040
AutoCAD SHX Text
252.700
AutoCAD SHX Text
1.340
AutoCAD SHX Text
252.950
AutoCAD SHX Text
1.090
AutoCAD SHX Text
7
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 31.36
AutoCAD SHX Text
0.095/0.301
AutoCAD SHX Text
3.50/4.26
AutoCAD SHX Text
7.50
AutoCAD SHX Text
254.530
AutoCAD SHX Text
254.160
AutoCAD SHX Text
253.200
AutoCAD SHX Text
0.960
AutoCAD SHX Text
8
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 14.14
AutoCAD SHX Text
0.083/0.463
AutoCAD SHX Text
4.00/6.55
AutoCAD SHX Text
32.59
AutoCAD SHX Text
255.890
AutoCAD SHX Text
255.890
AutoCAD SHX Text
254.950
AutoCAD SHX Text
0.940
AutoCAD SHX Text
9
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 22.36
AutoCAD SHX Text
0.073/0.362
AutoCAD SHX Text
3.28/5.12
AutoCAD SHX Text
51.60
AutoCAD SHX Text
256.720
AutoCAD SHX Text
256.720
AutoCAD SHX Text
255.800
AutoCAD SHX Text
0.920
AutoCAD SHX Text
10
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 21.11
AutoCAD SHX Text
0.065/0.373
AutoCAD SHX Text
3.06/5.28
AutoCAD SHX Text
70.60
AutoCAD SHX Text
257.980
AutoCAD SHX Text
257.980
AutoCAD SHX Text
256.700
AutoCAD SHX Text
1.280
AutoCAD SHX Text
11
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 20.01
AutoCAD SHX Text
0.053/0.384
AutoCAD SHX Text
2.83/5.43
AutoCAD SHX Text
86.61
AutoCAD SHX Text
258.430
AutoCAD SHX Text
258.430
AutoCAD SHX Text
257.500
AutoCAD SHX Text
0.930
AutoCAD SHX Text
12
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 253.000
AutoCAD SHX Text
VELOCITY Q100 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q100 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
0.00
AutoCAD SHX Text
255.830
AutoCAD SHX Text
255.540
AutoCAD SHX Text
253.950
AutoCAD SHX Text
1.590
AutoCAD SHX Text
254.250
AutoCAD SHX Text
1.290
AutoCAD SHX Text
15
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 90.29
AutoCAD SHX Text
0.041/0.182
AutoCAD SHX Text
1.71/2.57
AutoCAD SHX Text
13.34
AutoCAD SHX Text
255.570
AutoCAD SHX Text
255.520
AutoCAD SHX Text
254.400
AutoCAD SHX Text
1.120
AutoCAD SHX Text
22
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 10.93
AutoCAD SHX Text
0.033/0.531
AutoCAD SHX Text
2.26/7.52
AutoCAD SHX Text
37.49
AutoCAD SHX Text
257.710
AutoCAD SHX Text
257.790
AutoCAD SHX Text
256.600
AutoCAD SHX Text
1.190
AutoCAD SHX Text
24
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 49.35
AutoCAD SHX Text
0.025/0.236
AutoCAD SHX Text
1.50/3.34
AutoCAD SHX Text
57.23
AutoCAD SHX Text
258.350
AutoCAD SHX Text
258.060
AutoCAD SHX Text
257.000
AutoCAD SHX Text
1.060
AutoCAD SHX Text
25
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
NEW WATER
AutoCAD SHX Text
NEW GAS
AutoCAD SHX Text
NEW SEWER
AutoCAD SHX Text
NEW GAS
AutoCAD SHX Text
NEW SEWER
AutoCAD SHX Text
NEW GAS
AutoCAD SHX Text
NEW WATER
AutoCAD SHX Text
NEW WATER
AutoCAD SHX Text
NEW WATER
AutoCAD SHX Text
NEW GAS
AutoCAD SHX Text
NEW GAS
AutoCAD SHX Text
NEW GAS
AutoCAD SHX Text
NEW WATER
AutoCAD SHX Text
NEW WATER
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
H.G.L. Q5 LEVEL
AutoCAD SHX Text
253.150
AutoCAD SHX Text
253.234
AutoCAD SHX Text
253.500
AutoCAD SHX Text
255.250
AutoCAD SHX Text
256.100
AutoCAD SHX Text
257.000
AutoCAD SHX Text
257.800
AutoCAD SHX Text
H.G.L. Q100 LEVEL
AutoCAD SHX Text
254.400
AutoCAD SHX Text
254.431
AutoCAD SHX Text
254.700
AutoCAD SHX Text
256.900
AutoCAD SHX Text
257.300
AutoCAD SHX Text
253.546
AutoCAD SHX Text
255.285
AutoCAD SHX Text
256.128
AutoCAD SHX Text
257.021
AutoCAD SHX Text
257.815
AutoCAD SHX Text
254.731
AutoCAD SHX Text
256.921
AutoCAD SHX Text
257.366
AutoCAD SHX Text
6.32
AutoCAD SHX Text
255.830
AutoCAD SHX Text
255.260
AutoCAD SHX Text
254.320
AutoCAD SHX Text
0.940
AutoCAD SHX Text
28
AutoCAD SHX Text
254.620
AutoCAD SHX Text
254.637
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 87.75
AutoCAD SHX Text
0.041/0.182
AutoCAD SHX Text
1.74/2.57
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 249.000
AutoCAD SHX Text
VELOCITY Q5 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q5 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
H.G.L. Q5 LEVEL
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
12
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
AS SHOWN @ A1
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
DRAINAGE
AutoCAD SHX Text
7/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
H
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
27/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
C
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
AutoCAD SHX Text
22/9
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
E
AutoCAD SHX Text
5/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
F
AutoCAD SHX Text
9/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
G
AutoCAD SHX Text
13/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
H
±4000
2000
50
0
TABLEDRAIN DESIGN
TABLEDRAIN LONG SECTION
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 253.000
AutoCAD SHX Text
VELOCITY Q5 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q5 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
0.00
AutoCAD SHX Text
255.570
AutoCAD SHX Text
255.520
AutoCAD SHX Text
254.400
AutoCAD SHX Text
1.120
AutoCAD SHX Text
22
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 75.00
AutoCAD SHX Text
0.005/0.188
AutoCAD SHX Text
0.40/2.66
AutoCAD SHX Text
7.50
AutoCAD SHX Text
255.380
AutoCAD SHX Text
255.360
AutoCAD SHX Text
254.500
AutoCAD SHX Text
0.860
AutoCAD SHX Text
23
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 255.000
AutoCAD SHX Text
VELOCITY Q5 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q5 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
0.00
AutoCAD SHX Text
257.710
AutoCAD SHX Text
257.790
AutoCAD SHX Text
256.600
AutoCAD SHX Text
1.190
AutoCAD SHX Text
24
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 75.00
AutoCAD SHX Text
0.005/0.186
AutoCAD SHX Text
0.52/2.62
AutoCAD SHX Text
7.50
AutoCAD SHX Text
257.550
AutoCAD SHX Text
257.430
AutoCAD SHX Text
256.700
AutoCAD SHX Text
0.730
AutoCAD SHX Text
256.850
AutoCAD SHX Text
0.580
AutoCAD SHX Text
26
AutoCAD SHX Text
150%%cUPVC
AutoCAD SHX Text
1 in 62.40
AutoCAD SHX Text
0.002/0.034
AutoCAD SHX Text
0.72/1.90
AutoCAD SHX Text
16.86
AutoCAD SHX Text
257.990
AutoCAD SHX Text
257.700
AutoCAD SHX Text
257.000
AutoCAD SHX Text
0.700
AutoCAD SHX Text
27
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 254.000
AutoCAD SHX Text
VELOCITY Q5 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q5 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
0.00
AutoCAD SHX Text
256.710
AutoCAD SHX Text
256.750
AutoCAD SHX Text
255.650
AutoCAD SHX Text
1.060
AutoCAD SHX Text
18
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 75.00
AutoCAD SHX Text
0.017/0.188
AutoCAD SHX Text
1.06/2.66
AutoCAD SHX Text
7.50
AutoCAD SHX Text
256.930
AutoCAD SHX Text
256.920
AutoCAD SHX Text
255.750
AutoCAD SHX Text
1.180
AutoCAD SHX Text
19
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
NEW TELSTRA
AutoCAD SHX Text
NEW POWER
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
H.G.L. Q5 LEVEL
AutoCAD SHX Text
254.700
AutoCAD SHX Text
254.800
AutoCAD SHX Text
H.G.L. Q5 LEVEL
AutoCAD SHX Text
256.900
AutoCAD SHX Text
257.000
AutoCAD SHX Text
257.000
AutoCAD SHX Text
257.150
AutoCAD SHX Text
H.G.L. Q5 LEVEL
AutoCAD SHX Text
255.950
AutoCAD SHX Text
256.050
AutoCAD SHX Text
254.731
AutoCAD SHX Text
254.802
AutoCAD SHX Text
256.921
AutoCAD SHX Text
257.155
AutoCAD SHX Text
255.974
AutoCAD SHX Text
256.079
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
Natural Surface
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
BEACHING TO BE 23.5m LONG
AutoCAD SHX Text
D50 = 175%%c STONES 350mm DEEP
AutoCAD SHX Text
BATTER 1:2
AutoCAD SHX Text
Design Surface
AutoCAD SHX Text
Natural Surface
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
0.00
AutoCAD SHX Text
3.28
AutoCAD SHX Text
12.23
AutoCAD SHX Text
37.43
AutoCAD SHX Text
61.35
AutoCAD SHX Text
66.23
AutoCAD SHX Text
250.73
AutoCAD SHX Text
250.79
AutoCAD SHX Text
250.97
AutoCAD SHX Text
251.45
AutoCAD SHX Text
251.91
AutoCAD SHX Text
252.00
AutoCAD SHX Text
250.73
AutoCAD SHX Text
251.12
AutoCAD SHX Text
251.46
AutoCAD SHX Text
252.53
AutoCAD SHX Text
252.52
AutoCAD SHX Text
Datum R.L.248.000
AutoCAD SHX Text
1.9%
AutoCAD SHX Text
1.9%
AutoCAD SHX Text
I.P. 251.45
AutoCAD SHX Text
5 YEAR FLOW
AutoCAD SHX Text
100 YEAR FLOW
AutoCAD SHX Text
0.34m DEEP
AutoCAD SHX Text
0.48m DEEP
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
AutoCAD SHX Text
CHAINAGE
AutoCAD SHX Text
NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 250.000
AutoCAD SHX Text
VELOCITY Q5 (Vp/Vf)
AutoCAD SHX Text
PIPE CAPACITY Q5 (Qp/Qf)
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
0.00
AutoCAD SHX Text
252.500
AutoCAD SHX Text
252.500
AutoCAD SHX Text
251.200
AutoCAD SHX Text
1.300
AutoCAD SHX Text
251.350
AutoCAD SHX Text
1.150
AutoCAD SHX Text
5
AutoCAD SHX Text
300%%cRCP
AutoCAD SHX Text
1 in 18.10
AutoCAD SHX Text
0.006/0.405
AutoCAD SHX Text
0.86/5.74
AutoCAD SHX Text
7.77
AutoCAD SHX Text
252.880
AutoCAD SHX Text
252.740
AutoCAD SHX Text
251.850
AutoCAD SHX Text
0.890
AutoCAD SHX Text
6
AutoCAD SHX Text
C.R. BACKFILL
AutoCAD SHX Text
H.G.L. Q5 LEVEL
AutoCAD SHX Text
251.664
AutoCAD SHX Text
251.765
AutoCAD SHX Text
252.150
AutoCAD SHX Text
252.154
AutoCAD SHX Text
BEACHING TO BE 17.5m LONG
AutoCAD SHX Text
D50 = 175%%c STONES 350mm DEEP
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
NATURAL
AutoCAD SHX Text
OFFSETS
AutoCAD SHX Text
Scale Horizontal 1:100 Vertical 1:50
AutoCAD SHX Text
251.48
AutoCAD SHX Text
250.92
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
250.92
AutoCAD SHX Text
250.92
AutoCAD SHX Text
251.44
AutoCAD SHX Text
251.46
AutoCAD SHX Text
251.46
AutoCAD SHX Text
251.46
AutoCAD SHX Text
251.42
AutoCAD SHX Text
251.44
AutoCAD SHX Text
251.49
AutoCAD SHX Text
251.45
AutoCAD SHX Text
3.00
AutoCAD SHX Text
2.11
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.43
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.63
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.14
AutoCAD SHX Text
2.03
AutoCAD SHX Text
2.07
AutoCAD SHX Text
3.00
AutoCAD SHX Text
10.00
AutoCAD SHX Text
RL250.00
AutoCAD SHX Text
251.63
AutoCAD SHX Text
251.11
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
251.11
AutoCAD SHX Text
251.11
AutoCAD SHX Text
251.66
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
251.65
AutoCAD SHX Text
251.65
AutoCAD SHX Text
251.66
AutoCAD SHX Text
251.62
AutoCAD SHX Text
251.63
AutoCAD SHX Text
3.00
AutoCAD SHX Text
2.03
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.02
AutoCAD SHX Text
2.08
AutoCAD SHX Text
2.17
AutoCAD SHX Text
3.00
AutoCAD SHX Text
20.00
AutoCAD SHX Text
RL250.00
AutoCAD SHX Text
251.78
AutoCAD SHX Text
251.31
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
251.31
AutoCAD SHX Text
0.00%
AutoCAD SHX Text
251.31
AutoCAD SHX Text
251.78
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
251.77
AutoCAD SHX Text
251.79
AutoCAD SHX Text
251.79
AutoCAD SHX Text
251.78
AutoCAD SHX Text
251.77
AutoCAD SHX Text
3.00
AutoCAD SHX Text
2.83
AutoCAD SHX Text
1.94
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.34
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.94
AutoCAD SHX Text
3.00
AutoCAD SHX Text
30.00
AutoCAD SHX Text
RL250.00
AutoCAD SHX Text
251.95
AutoCAD SHX Text
251.50
AutoCAD SHX Text
251.50
AutoCAD SHX Text
251.50
AutoCAD SHX Text
251.98
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
251.94
AutoCAD SHX Text
251.96
AutoCAD SHX Text
251.96
AutoCAD SHX Text
251.95
AutoCAD SHX Text
251.99
AutoCAD SHX Text
3.00
AutoCAD SHX Text
2.95
AutoCAD SHX Text
1.90
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.37
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.96
AutoCAD SHX Text
3.00
AutoCAD SHX Text
40.00
AutoCAD SHX Text
RL250.00
AutoCAD SHX Text
252.20
AutoCAD SHX Text
251.69
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
251.69
AutoCAD SHX Text
251.69
AutoCAD SHX Text
252.28
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
252.24
AutoCAD SHX Text
252.26
AutoCAD SHX Text
252.18
AutoCAD SHX Text
252.29
AutoCAD SHX Text
3.00
AutoCAD SHX Text
2.01
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.26
AutoCAD SHX Text
2.17
AutoCAD SHX Text
3.00
AutoCAD SHX Text
50.00
AutoCAD SHX Text
RL251.00
AutoCAD SHX Text
252.45
AutoCAD SHX Text
251.88
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
251.88
AutoCAD SHX Text
251.88
AutoCAD SHX Text
252.63
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
252.48
AutoCAD SHX Text
252.49
AutoCAD SHX Text
252.50
AutoCAD SHX Text
252.43
AutoCAD SHX Text
252.67
AutoCAD SHX Text
3.00
AutoCAD SHX Text
2.14
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.57
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.89
AutoCAD SHX Text
1.00
AutoCAD SHX Text
2.49
AutoCAD SHX Text
3.00
AutoCAD SHX Text
60.00
AutoCAD SHX Text
RL251.00
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
1:2.00
AutoCAD SHX Text
0.00%
AutoCAD SHX Text
0.00%
AutoCAD SHX Text
0.00%
AutoCAD SHX Text
0.00%
AutoCAD SHX Text
0.00%
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
13
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
AS SHOWN @ A1
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
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DATE
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DRG. No.
AutoCAD SHX Text
DRAWN
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DRAINAGE
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7/7
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REVISE PLANS
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A
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G
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17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
27/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
C
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
AutoCAD SHX Text
22/9
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
E
AutoCAD SHX Text
5/10
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REVISE PLANS
AutoCAD SHX Text
F
AutoCAD SHX Text
9/10
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
G
MARONG ROAD
N
o
.1
0
6
N
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0
4
34
8°3
6' 6
3.0
5
165°42' 49.86
258°50' 26.73
20
TBM 5
RIVET IN S.M.H.
RL 255.70 (AHD)
TBM 4
SPIKE PLACED
RL 259.145 (AHD)
261°38' 38.97
259°52' 35.39
257°05' 32.82
162°12' 62.26
5
5
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2
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3
0
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5
7
3
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2
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4
1
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4
2
3
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6 7
8
10
1119
18
9
1
No.100-102 No.98 No.96
No.92-94
No.88-90
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
256.400
AutoCAD SHX Text
256.600
AutoCAD SHX Text
256.800
AutoCAD SHX Text
257.000
AutoCAD SHX Text
257.200
AutoCAD SHX Text
257.400
AutoCAD SHX Text
257.600
AutoCAD SHX Text
257.800
AutoCAD SHX Text
258.000
AutoCAD SHX Text
258.200
AutoCAD SHX Text
EXISTING 525%%C
AutoCAD SHX Text
255.20
AutoCAD SHX Text
255.00
AutoCAD SHX Text
254.00
AutoCAD SHX Text
253.60
AutoCAD SHX Text
254.80
AutoCAD SHX Text
253.80
AutoCAD SHX Text
255.40
AutoCAD SHX Text
255.60
AutoCAD SHX Text
255.80
AutoCAD SHX Text
256.00
AutoCAD SHX Text
256.20
AutoCAD SHX Text
256.40
AutoCAD SHX Text
256.60
AutoCAD SHX Text
256.80
AutoCAD SHX Text
257.00
AutoCAD SHX Text
257.20
AutoCAD SHX Text
257.40
AutoCAD SHX Text
257.60
AutoCAD SHX Text
256.000
AutoCAD SHX Text
256.200
AutoCAD SHX Text
256.400
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2
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5
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6
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5
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.
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8
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5
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8
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.
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4
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0
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0
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258.600
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2
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5
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8
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.
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6
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0
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5
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8
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.
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6
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0
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0
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258.800
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2
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5
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8
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.
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8
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0
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5
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8
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.
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8
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0
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0
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259.000
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2
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5
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9
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.
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0
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0
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5
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9
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.
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0
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0
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0
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259.200
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2
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5
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9
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.
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2
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0
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0
AutoCAD SHX Text
259.400
AutoCAD SHX Text
259.600
AutoCAD SHX Text
259.800
AutoCAD SHX Text
260.000
AutoCAD SHX Text
260.200
AutoCAD SHX Text
254.40
AutoCAD SHX Text
254.20
AutoCAD SHX Text
253.80
AutoCAD SHX Text
254.00
AutoCAD SHX Text
254.60
AutoCAD SHX Text
254.80
AutoCAD SHX Text
255.00
AutoCAD SHX Text
255.20
AutoCAD SHX Text
255.40
AutoCAD SHX Text
255.60
AutoCAD SHX Text
IL 256.51
AutoCAD SHX Text
IRREGULARITIES LESS THAN 300mm IS NOT SHOWN.
AutoCAD SHX Text
ANY GRADING OR SPREADING TO CORRECT MINOR SURFACE
AutoCAD SHX Text
ALL EXISTING SITE LEVELS SUPPLIED BY ADRIAN CUMMINS & ASSOC.
AutoCAD SHX Text
OWNERS ALL FILL HAS BEEN COMPACTED TO LEVEL 1 COMPACTION
AutoCAD SHX Text
THIS PLAN INDICATES ALL FILL TO BE PLACED BY CURRENT
AutoCAD SHX Text
0.3m - 0.6m
AutoCAD SHX Text
0.9m - 1.6m
AutoCAD SHX Text
0.9m - 0.9m
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
14
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
APC
AutoCAD SHX Text
DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
FILL PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
7/7
AutoCAD SHX Text
1:250 @ A1
AutoCAD SHX Text
D
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
27/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
C
AutoCAD SHX Text
17/8
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
D
STREETM
OONTA
UNION STREET
N
o
.8
N
o
.1
0
TBM 3
SPIKE PLACED
RL 258.215 (AHD)
TBM 2
RIVET IN PIT RIM
RL 253.350 (AHD)
1
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4
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181
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
254.60
AutoCAD SHX Text
255.20
AutoCAD SHX Text
255.00
AutoCAD SHX Text
254.40
AutoCAD SHX Text
254.20
AutoCAD SHX Text
254.00
AutoCAD SHX Text
253.60
AutoCAD SHX Text
254.80
AutoCAD SHX Text
253.80
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255.000
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2
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5
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5
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.
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0
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5
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5
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.
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2
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0
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255.400
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5
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5
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.
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4
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6
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256.600
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.
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9
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8
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260.000
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260.000
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260.200
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260.200
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260.400
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IRREGULARITIES LESS THAN 300mm IS NOT SHOWN.
AutoCAD SHX Text
ANY GRADING OR SPREADING TO CORRECT MINOR SURFACE
AutoCAD SHX Text
ALL EXISTING SITE LEVELS SUPPLIED BY ADRIAN CUMMINS & ASSOC.
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OWNERS ALL FILL HAS BEEN COMPACTED TO LEVEL 1 COMPACTION
AutoCAD SHX Text
THIS PLAN INDICATES ALL FILL TO BE PLACED BY CURRENT
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0.3m - 0.6m
AutoCAD SHX Text
0.9m - 1.6m
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0.9m - 0.9m
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PROPOSED SUBDIVISION
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FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
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24000
AutoCAD SHX Text
15
AutoCAD SHX Text
APRIL '17
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APC
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DP-AD274
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EC 1180
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AMENDMENT
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DATE
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ISSUE TO
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NO.
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DATE
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NO.
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DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
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DATE
AutoCAD SHX Text
DRG. No.
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DRAWN
AutoCAD SHX Text
FILL PLAN
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1:250 @ A1
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D
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7/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
A
AutoCAD SHX Text
17/7
AutoCAD SHX Text
REVISE PLANS
AutoCAD SHX Text
B
AutoCAD SHX Text
27/7
AutoCAD SHX Text
REVISE PLANS
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C
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17/8
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REVISE PLANS
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D
MARONG ROAD
N
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0
6
N
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0
4
34
8°3
6' 6
3.0
5
165°42' 49.86
258°50' 26.73
20
TBM 5
RIVET IN S.M.H.
RL 255.70 (AHD)
TBM 4
SPIKE PLACED
RL 259.145 (AHD)
261°38' 38.97
259°52' 35.39
257°05' 32.82
162°12' 62.26
5
5
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2
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.
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18
9
1
No.100-102 No.98 No.96
No.92-94
No.88-90
COLIBAN WATER DATESCONCEPT PLANCOLIBAN APPROVALSTART WORKSAS BUILT WORKS
4/4/172/5/17-
-
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
TMS = TERMINAL MAINTENANCE SHAFT
AutoCAD SHX Text
EXISTING MH, MS or TMS
AutoCAD SHX Text
EXISTING SEWER MAIN
AutoCAD SHX Text
NEW SEWER MAIN
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PROPERTY CONNECTION
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NEW MH, MS or TMS
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S
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WITH THE SEWER LONG SECTION DRAWING
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THIS DRAWING TO BE READ IN CONJUNCTION
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'SEWER RETICULATION CODE OF AUSTRALIA,
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WORKS TO BE IN ACCORDANCE WITH:
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WSA 02-2002' & THE COLIBAN WATER
AutoCAD SHX Text
& DEPTHED BEFORE ANY EXCAVATION
AutoCAD SHX Text
ALL EXISTING SERVICES TO BE LOCATED
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ANNEXURE TO THE ABOVE WSA CODE.
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ALONG ROADWAY WORKS.
AutoCAD SHX Text
MH = MAINTENANCE HOLE
AutoCAD SHX Text
%%uLEGEND:
AutoCAD SHX Text
MS = MAINTENANCE SHAFT
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
NOTES: ALL MS'S AND TMS'S TO HAVE min 150mm
AutoCAD SHX Text
15MPa CONCRETE UNDER BASE/BENDS
AutoCAD SHX Text
ALL PROPERTY BRANCHES TO BE EXTENDED TO THE
AutoCAD SHX Text
SURFACE AND LIGHT DUTY COVER INSTALLED
AutoCAD SHX Text
NOTE: LOCATION OF EXISTING SEWER IS SHOWN IN
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APPROXIMATE LOCATION, THE SEWER SHOULD BE
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LOCATED AND DEPTHED PRIOR TO WORKS STARTING
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PIPE COVER
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ARTERIAL ROADS.
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PRIVATE PROPERTY
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(NON-VEHICULAR LOADING)
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(VEHICULAR LOADING)
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PRIVATE PROPERTY
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SEALED (NON-ARTERIAL)
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FOOTPATHS, NATURE STRIPS,
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UNSEALED ROADS,
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ROAD PAVEMENTS
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LOCATION
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900mm
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1200mm
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MIN. COVER
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600mm
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750mm
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PIPE TYPES
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AND SN8/SEH FOR 150 DIA uPVC TO CONFORM TO
AutoCAD SHX Text
SEWER CODE OF AUSTRALIA WSA 02-2002
AutoCAD SHX Text
UNLESS NOTED OTHERWISE ON THE DRAWINGS
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ALL PIPEWORK TO BE SN6/SEH FOR 100 DIA uPVC
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S.M.H. 012168 NOT LOCATED
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S.M.H. NOT LOCATED
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0
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6
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256.800
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256.800
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257.000
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257.000
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7
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257.200
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7
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257.400
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7
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7
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258.800
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258.800
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8
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8
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S.M.H. 012168 NOT LOCATED
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S.M.H. 012237 RIM: 254.46 INVERT: 253.43
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S.M.H. RIM: 255.77 INVERT: 254.08
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S.M.H. 012233 RIM: 257.39 INVERT: 254.67
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S.M.H. 012169 NOT LOCATED
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S.M.H. 012228 RIM: 252.49 INVERT: 251.33
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EXISTING 525%%C
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255.200
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255.400
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256.000
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3
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0
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253.400
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3
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259.800
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260.000
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260.200
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1in58.23
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1in31.64
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150%%cUPVC
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RL 257.70
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RL 256.18
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1in26.48
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150%%cUPVC
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RL 258.35
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IL 254.30
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IL 254.33
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IL 256.20
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IL 256.23
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IL 256.65
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IL256.68
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1200
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1200
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2000
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1200
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1870
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IL 256.51
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COLIBAN WATER REF: ME 17401
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PROPOSED SUBDIVISION
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FOR MOONTA HOLDINGS PTY LTD
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AT 104 MARONG ROAD & MOONTA STREET
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WEST BENDIGO
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24000
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1:250
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APC
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DP-AD274
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EC 1180
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NO.
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DATE
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DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
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493 HARGREAVES ST, BENDIGO 3550.
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PHONE (03) 5441 4000.
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SCALE
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CONSULTING ENGINEERS
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COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
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SHEET No.
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DATE
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SEWER PLAN
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COLIBAN WATER DATESCONCEPT PLANCOLIBAN APPROVALSTART WORKSAS BUILT WORKS
4/4/172/5/17-
-
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
TMS = TERMINAL MAINTENANCE SHAFT
AutoCAD SHX Text
EXISTING MH, MS or TMS
AutoCAD SHX Text
EXISTING SEWER MAIN
AutoCAD SHX Text
NEW SEWER MAIN
AutoCAD SHX Text
PROPERTY CONNECTION
AutoCAD SHX Text
NEW MH, MS or TMS
AutoCAD SHX Text
S
AutoCAD SHX Text
WITH THE SEWER LONG SECTION DRAWING
AutoCAD SHX Text
THIS DRAWING TO BE READ IN CONJUNCTION
AutoCAD SHX Text
'SEWER RETICULATION CODE OF AUSTRALIA,
AutoCAD SHX Text
WORKS TO BE IN ACCORDANCE WITH:
AutoCAD SHX Text
WSA 02-2002' & THE COLIBAN WATER
AutoCAD SHX Text
& DEPTHED BEFORE ANY EXCAVATION
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ALL EXISTING SERVICES TO BE LOCATED
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ANNEXURE TO THE ABOVE WSA CODE.
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ALONG ROADWAY WORKS.
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MH = MAINTENANCE HOLE
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%%uLEGEND:
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MS = MAINTENANCE SHAFT
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%%uNOTES:
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NOTES: ALL MS'S AND TMS'S TO HAVE min 150mm
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15MPa CONCRETE UNDER BASE/BENDS
AutoCAD SHX Text
ALL PROPERTY BRANCHES TO BE EXTENDED TO THE
AutoCAD SHX Text
SURFACE AND LIGHT DUTY COVER INSTALLED
AutoCAD SHX Text
NOTE: LOCATION OF EXISTING SEWER IS SHOWN IN
AutoCAD SHX Text
APPROXIMATE LOCATION, THE SEWER SHOULD BE
AutoCAD SHX Text
LOCATED AND DEPTHED PRIOR TO WORKS STARTING
AutoCAD SHX Text
PIPE COVER
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ARTERIAL ROADS.
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PRIVATE PROPERTY
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(NON-VEHICULAR LOADING)
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(VEHICULAR LOADING)
AutoCAD SHX Text
PRIVATE PROPERTY
AutoCAD SHX Text
SEALED (NON-ARTERIAL)
AutoCAD SHX Text
FOOTPATHS, NATURE STRIPS,
AutoCAD SHX Text
UNSEALED ROADS,
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ROAD PAVEMENTS
AutoCAD SHX Text
LOCATION
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900mm
AutoCAD SHX Text
1200mm
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MIN. COVER
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600mm
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750mm
AutoCAD SHX Text
PIPE TYPES
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AND SN8/SEH FOR 150 DIA uPVC TO CONFORM TO
AutoCAD SHX Text
SEWER CODE OF AUSTRALIA WSA 02-2002
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UNLESS NOTED OTHERWISE ON THE DRAWINGS
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ALL PIPEWORK TO BE SN6/SEH FOR 100 DIA uPVC
AutoCAD SHX Text
8
AutoCAD SHX Text
RL 258.16
AutoCAD SHX Text
NEW TMS
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IL 257.00
AutoCAD SHX Text
SMS COVER
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S.M.H. 012228 RIM: 252.49 INVERT: 251.33
AutoCAD SHX Text
S.M.H. 012225 RIM: 251.83 INVERT: 250.83
AutoCAD SHX Text
S.M.H. 012238 RIM: 253.49 INVERT: 251.40
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S.M.H. 012239 RIM: 253.37 INVERT: 252.12
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251.800
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260.200
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260.200
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260.400
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250.800
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251.000
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251.200
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251.400
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251.600
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251.800
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3
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0
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3
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0
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253.400
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253.400
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253.400
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253.600
AutoCAD SHX Text
253.600
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253.600
AutoCAD SHX Text
253.800
AutoCAD SHX Text
253.800
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253.800
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254.000
AutoCAD SHX Text
254.000
AutoCAD SHX Text
254.200
AutoCAD SHX Text
254.200
AutoCAD SHX Text
254.400
AutoCAD SHX Text
254.400
AutoCAD SHX Text
254.600
AutoCAD SHX Text
254.600
AutoCAD SHX Text
254.800
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254.800
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255.000
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255.000
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255.200
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255.400
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CUT IN PROPOSED
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NEW SEWER OB
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E1
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1
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RL 253.20
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TYPE 'D' COVER
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1in69.40
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150%%cUPVC
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IL 252.15
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IL 252.20
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IL 252.23
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1in40.36
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150%%cUPVC
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2
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RL 254.80
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3
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RL 254.75
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1in86.00
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150%%cUPVC
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1in17.86
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150%%cUPVC
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1in58.23
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150%%cUPVC
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1in31.64
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150%%cUPVC
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150%%cUPVC
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6
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RL 258.35
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7
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RL 258.50
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TYPE 'D' COVER
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IL 253.30
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IL 253.83
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IL 253.33
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IL 253.40
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DROP AS PER
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SEW-1306-V
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TRENCH
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STOP
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TRENCH
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STOP
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STOP
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IL 253.43
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IL 254.30
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IL 256.65
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IL 257.00
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IL256.68
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1200
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2000
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1200
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1200
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1200
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2000
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1870
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2000
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256.800
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257.000
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257.200
AutoCAD SHX Text
257.400
AutoCAD SHX Text
257.600
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257.800
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258.000
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258.200
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258.400
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5
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8
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.
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4
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0
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0
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258.600
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258.800
AutoCAD SHX Text
259.000
AutoCAD SHX Text
259.200
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259.400
AutoCAD SHX Text
COLIBAN WATER REF: ME 17401
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
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24000
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S2
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APRIL '17
AutoCAD SHX Text
1:250
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APC
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DP-AD274
AutoCAD SHX Text
EC 1180
AutoCAD SHX Text
AMENDMENT
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DATE
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ISSUE TO
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
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SCALE
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CONSULTING ENGINEERS
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COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
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SHEET No.
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DATE
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DRG. No.
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DRAWN
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SEWER PLAN
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PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
Scale Horizontal 1:250 Vertical 1:50
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CHAINAGE
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NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
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FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 251.000
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LOCATION
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GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
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0.00
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253.300
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253.300
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252.120
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1.180
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252.150
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1.150
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E1
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150%%cUPVC
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1 in 69.40
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3.47
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253.130
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253.200
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252.200
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1.000
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252.230
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0.970
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1
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150%%cUPVC
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1 in 40.36
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ROAD RESERVE
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46.65
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254.830
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254.800
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253.300
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1.500
AutoCAD SHX Text
253.330
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1.470
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2
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150%%cUPVC
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1 in 86.00
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52.67
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254.710
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254.750
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253.400
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1.350
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253.430
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1.320
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3
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150%%cUPVC
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1 in 58.23
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PRIVATE PROPERTY
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103.33
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256.210
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256.180
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254.300
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1.880
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254.330
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1.850
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4
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150%%cUPVC
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152.85
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257.860
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257.700
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256.200
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1.500
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256.230
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1.470
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5
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150%%cUPVC
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166.14
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258.370
AutoCAD SHX Text
258.350
AutoCAD SHX Text
256.650
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1.700
AutoCAD SHX Text
256.680
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1.670
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6
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PIT TYPE
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NEW DRAINAGE
AutoCAD SHX Text
NEW GAS
AutoCAD SHX Text
NEW WATER
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NEW DRAINAGE
AutoCAD SHX Text
NEW GAS
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NEW WATER
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NEW TELSTRA
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NEW POWER
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C.R. BACKFILL
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C.R. BACKFILL
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C.R. BACKFILL
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NEW ROAD RESERVE
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NEW ROAD RESERVE
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PRIVATE PROPERTY
AutoCAD SHX Text
PRIVATE PROPERTY
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175.00
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150%%cUPVC
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1 in 65.66
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150%%cUPVC
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1 in 65.66
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187.15
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258.640
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258.500
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257.000
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1.500
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7
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175.00
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PRIVATE PROPERTY
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CHAINAGE
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NATURAL SURFACE LEVEL
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FINISHED SURFACE LEVEL
AutoCAD SHX Text
DESIGN INVERT LEVEL
AutoCAD SHX Text
DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 251.000
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
PIPE DIAMETER & TYPE
AutoCAD SHX Text
PIT TYPE
AutoCAD SHX Text
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AutoCAD SHX Text
CHAINAGE
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NATURAL SURFACE LEVEL
AutoCAD SHX Text
FINISHED SURFACE LEVEL
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DESIGN INVERT LEVEL
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DEPTH TO INVERT BELOW
AutoCAD SHX Text
FINISHED SURFACE
AutoCAD SHX Text
DATUM LEVEL 252.000
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LOCATION
AutoCAD SHX Text
GRADE
AutoCAD SHX Text
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AutoCAD SHX Text
0.00
AutoCAD SHX Text
254.830
AutoCAD SHX Text
254.800
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253.300
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1.500
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253.830
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0.970
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2
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56.62
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258.160
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258.160
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257.000
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1.160
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8
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STOP
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AutoCAD SHX Text
STOP
AutoCAD SHX Text
PROPOSED SUBDIVISION
AutoCAD SHX Text
FOR MOONTA HOLDINGS PTY LTD
AutoCAD SHX Text
AT 104 MARONG ROAD & MOONTA STREET
AutoCAD SHX Text
WEST BENDIGO
AutoCAD SHX Text
24000
AutoCAD SHX Text
S3
AutoCAD SHX Text
APRIL '17
AutoCAD SHX Text
AS SHOWN
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APC
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DP-AD274
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EC 1180
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AMENDMENT
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DATE
AutoCAD SHX Text
ISSUE TO
AutoCAD SHX Text
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AutoCAD SHX Text
DATE
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
AutoCAD SHX Text
493 HARGREAVES ST, BENDIGO 3550.
AutoCAD SHX Text
PHONE (03) 5441 4000.
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
COLIN M. NANKERVIS
AutoCAD SHX Text
CIVIL AND STRUCTURAL
AutoCAD SHX Text
SHEET No.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DRG. No.
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
SEWER LONG
TBM 5
RIVET IN S.M.H.
RL 255.70 (AHD)
TBM 4
SPIKE PLACED
RL 259.145 (AHD)
261°38' 38.97
259°52' 35.39
257°05' 32.82
162°12' 62.26
5
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°
2
7
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3
0
.
5
7
3
3
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2
7
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4
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4
2
3
45
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8
10
1119
18
9
1
No.100-102 No.98 No.96
No.92-94
No.88-90
COLIBAN WATER DATESCONCEPT PLANCOLIBAN APPROVALSTART WORKSAS BUILT WORKS
4/4/172/5/17-
-(The designer shall mark all TBMs on plans)
.
.
AutoCAD SHX Text
PLANNING PERMIT No DS/397/2016
AutoCAD SHX Text
ANNEXURE TO THE ABOVE WSA CODE.
AutoCAD SHX Text
ISOLATION VALVE
AutoCAD SHX Text
ALONG ANY WORKS.
AutoCAD SHX Text
& DEPTHED BEFORE ANY EXCAVATION
AutoCAD SHX Text
ALL EXISTING SERVICES TO BE LOCATED
AutoCAD SHX Text
FIRE PLUG
AutoCAD SHX Text
%%uLEGEND:
AutoCAD SHX Text
WSA 03-2011-3.1' & THE COLIBAN WATER
AutoCAD SHX Text
WORKS TO BE IN ACCORDANCE WITH:
AutoCAD SHX Text
'WATER SUPPLY CODE OF AUSTRALIA,
AutoCAD SHX Text
%%uNOTES:
AutoCAD SHX Text
SCOUR VALVE (COURT)
AutoCAD SHX Text
New Pipe Schedule
AutoCAD SHX Text
New Works
AutoCAD SHX Text
Size (DN)
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Type
AutoCAD SHX Text
Class
AutoCAD SHX Text
Length
AutoCAD SHX Text
125
AutoCAD SHX Text
235.5m
AutoCAD SHX Text
PE100
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63
AutoCAD SHX Text
PN16
AutoCAD SHX Text
63m
AutoCAD SHX Text
PE100
AutoCAD SHX Text
Material
AutoCAD SHX Text
WSA-PS-207
AutoCAD SHX Text
PVC-M
AutoCAD SHX Text
Referance
AutoCAD SHX Text
New Pipe Materials
AutoCAD SHX Text
WSA-PS-209
AutoCAD SHX Text
PE100
AutoCAD SHX Text
PN16
AutoCAD SHX Text
MAJOR ROAD
AutoCAD SHX Text
NATURE STRIP
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text
MINOR ROAD
AutoCAD SHX Text
600mm
AutoCAD SHX Text
1200mm
AutoCAD SHX Text
1200mm
AutoCAD SHX Text
750mm
AutoCAD SHX Text
225%%c-750%%c
AutoCAD SHX Text
900mm
AutoCAD SHX Text
100%%c-150%%c
AutoCAD SHX Text
900mm
AutoCAD SHX Text
New Pipe Cover
AutoCAD SHX Text
150
AutoCAD SHX Text
Water mains <DN375
AutoCAD SHX Text
Water mains >DN375
AutoCAD SHX Text
Gas mains
AutoCAD SHX Text
300
AutoCAD SHX Text
150
AutoCAD SHX Text
New Pipe Clearance
AutoCAD SHX Text
Existing or Proposed
AutoCAD SHX Text
Service
AutoCAD SHX Text
Clearance (mm)
AutoCAD SHX Text
Minimum Vertical
AutoCAD SHX Text
Telco conduits & Cables
AutoCAD SHX Text
150
AutoCAD SHX Text
Clearance (mm)
AutoCAD SHX Text
Service
AutoCAD SHX Text
300
AutoCAD SHX Text
Sewers - pressure & vacuum
AutoCAD SHX Text
Electricity conduit & Cables
AutoCAD SHX Text
Stormwater drains & pits
AutoCAD SHX Text
Sewers - gravity
AutoCAD SHX Text
150
AutoCAD SHX Text
500
AutoCAD SHX Text
225
AutoCAD SHX Text
Existing or Proposed
AutoCAD SHX Text
Minimum Vertical
AutoCAD SHX Text
- Vertical clearance between water maions shall depend on the larger main diameter
AutoCAD SHX Text
- Water mains shall cross over sewers and drains unless shown otherwise
AutoCAD SHX Text
- maintain additional clearance for High Voltage electrical cables to allow for
AutoCAD SHX Text
a protective barrier and marking
AutoCAD SHX Text
600mm
AutoCAD SHX Text
1200mm
AutoCAD SHX Text
900mm
AutoCAD SHX Text
< 100
AutoCAD SHX Text
EXISTING 525%%C
AutoCAD SHX Text
125%%c PE100 PN16
AutoCAD SHX Text
125%%c PE100 PN16
AutoCAD SHX Text
125%%c PE100 PN16
AutoCAD SHX Text
63%%c PE100 PN16
AutoCAD SHX Text
SCOUR VALVE
AutoCAD SHX Text
NEW FP
AutoCAD SHX Text
TEE
AutoCAD SHX Text
45%%d BEND
AutoCAD SHX Text
2x45%%d BEND
AutoCAD SHX Text
PE TAKEOFF
AutoCAD SHX Text
WITH IS VALVE
AutoCAD SHX Text
2400
AutoCAD SHX Text
2400
AutoCAD SHX Text
2000
AutoCAD SHX Text
1000
AutoCAD SHX Text
IL 256.51
AutoCAD SHX Text
COLIBAN WATER REF: ME 17401
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General Notes: 1. Only products approved and catalogued by the Water Agency shall be used. 2. Works must be constructed according to WSA 03- 2012 MRWA edition. The Contractor shall ensure that they are conversant with all current revisions, amendments and updates that the relevant Water Agency has made to their standards. 3. DW and NDW assets shall only be constructed after deeper assets affecting the water mains have been constructed (eg: sewerage & drainage assets). 4. This design is to be read in conjunction with road and drainage plans. 5. The Contractor shall obtain a road opening permit for any works within the road reserve and comply with all requirements of the road owner. 6. For interpretation of the symbols used in this design, refer to drawing MRWA-W-100. Survey, Set Out and Asset Recording 7. Temporary Bench Marks (TBM) for the set out of works to the Australian Height Datum (AHD) are provided in the design drawings. (The designer shall mark all TBMs on plans) 8. All levels are in metres to AHD. 9. All co-ordinates are in metres to the Map Grid of Australia (MGA 55- 94). 10. The Contractor is directly responsible for ensuring the project set out is consistent with the design. Should actual site conditions conflict in any way with that documented, the Contractor shall contact the Principal contractor / Designer for clarification before proceeding. 11. The Contractor is to engage a suitably qualified and experienced Surveyor to undertake asset recording of the work. All surveyor works and data recording shall be undertaken in accordance with the MRWA survey manual. 12. All specific pipe materials (eg: PVC-M) shall be indicated in the As Constructed information. Products and Materials 13. Deleted 14. Refer to the Pipe Schedule 15. Refer to the Pipe Material Schedule. 16. For PE pipe construction, refer to drawing MRWA-W-103 and WSA 01 (PE pipeline code). Welders shall be accredited to PMBWELD301A (Butt) and PMBWELD302B (Electrofusion). Appurtenances (Fittings) 17. All valves and hydrants shall be marked according to drawings MRWA-W-300 and MRWA-W-301. 18. Valve surrounds, covers and spindles shall be constructed in accordance with drawing MRWA-W-302. 19. Hydrant surface arrangements shall be constructed in accordance with drawings MRWA-W-303. 20. Flange and flange bolts shall be constructed in accordance with drawings MRWA-W-306A and MRWA-W-306B. 21. Refer to the Hydrant and Washout 22. All valves shall be located directly out from the apex of the splay corner (unless otherwise indicated). Water Main Alignment, Trenching & Cover 23. Trench, pipe placement, embedment and backfill dimensions as per standard drawing MRWA-W-202. 24. Offsets of mains from property boundaries shall be; min 600mm (mains < DN100) and min 1m (mains >/ DN100). 25. All water mains shall pass over drains and sewers unless shown otherwise in the design drawings. 26. Curved water main(s) and deflections shall be constructed as per drawing MRWA-W-212. 27. Mains shall be aligned in accordance with the Services Alignment Schedule. Embedment 28. Deleted Deleted 29. Embedment shall be placed as per drawings MRWA-W-201 and MRWA-W-202. Backfill 30. Backfill to comply with City of Greater Bendigo requirements as listed in IDM SD310 31. Compaction trials and compaction testing shall be undertaken in accordance with the MRWA Backfill Specifications. Thrust Restraint 32. Refer to the Thrust Restraint drawingst 33. Construct concrete thrust restraints as per drawings MRWA-W- 204, 205A. 34. Timber / Recycled plastic blocks as per drawings MRWA-W-204 and MRWA-W-206. 35. Thrust restraints have been designed on the basis of the AHBP (ground strength). The Contractor shall confirm the actual ground conditions (using standard drawing MRWA-W-200 as a guide) and discuss with the Superintendent any ground conditions which are found to be different to that nominated. Property Services 36. Property Services to the end of service shall be constructed as per drawings MRWA-W-110 and MRWA-W-111. 37. NDW property services shall always be located on the left of the DW property service as you look from the road to the front of the property. Connections (All types) 38. Connection of >/ DN100 offtakes to existing mains shall be as indicated in the design drawings and as per drawing MRWA-W-106. 39. Connection of DN40, 50 & 63 PE offtakes shall be as per drawing MRWA-W-107. 40. Property Service Connections as per drawing MRWA-W-111. 41. All property service connections to new residential non PE reticulation mains are to be completed using pretapped connectors. Other Services 42. To receive the most up to date information prior to construction, "Dial before you Dig" shall be undertaken to aid in the location of other services. Other services shall be carefully located prior to full excavation at the contractor's cost. Any clashes of proposed new works with other assets shall be reported to the Superintendent immediately for clarification. 43. Offsets to other services shall be as per IDM or otherwise as per table 5.5 of WSA03- 2012 MRWA edition. These clearances shall apply to surface covers as well as underground assets. 44. Vertical Clearances from other services shall be as per table shown Testing, Asset Acceptance and Live Connections 45. Post construction activities (of both DW & NDW) such as swabbing, water quality testing, pressure testing and chlorination shall be carried out in accordance with WSA03-2012 MRWA edition and the MRWA Water Quality Compliance Specification. All test results shall be documented and reported to the Superintendent. 46. The Contractor &/or Consultant shall provide notice to the Superintendent prior to testing being undertaken. 47. Unless otherwise informed, all NDW main to meter connections shall be inspected by the Water Agency, with the Water Agency being notified prior to connection. All main to meter service All main to meter service connections are to remain exposed until inspected by the Water Agency compliance officer. 48. With each NDW connection, the Contractor must supply a signed pre-inspection checklist. 49. The Contractor shall provide at least the required days notice to the Superintendent prior to connecting new works to the existing network. Shut down work shall be scheduled for 9am weekdays and be completed within 240 minutes. 50. Valves connecting new assets to the Water Agency's live system shall not be operated by the Contractor.
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General Notes: 1. Only products approved and catalogued by the Water Agency shall be used. 2. Works must be constructed according to WSA 03- 2012 MRWA edition. The Contractor shall ensure that they are conversant with all current revisions, amendments and updates that the relevant Water Agency has made to their standards. 3. DW and NDW assets shall only be constructed after deeper assets affecting the water mains have been constructed (eg: sewerage & drainage assets). 4. This design is to be read in conjunction with road and drainage plans. 5. The Contractor shall obtain a road opening permit for any works within the road reserve and comply with all requirements of the road owner. 6. For interpretation of the symbols used in this design, refer to drawing MRWA-W-100. Survey, Set Out and Asset Recording 7. Temporary Bench Marks (TBM) for the set out of works to the Australian Height Datum (AHD) are provided in the design drawings. (The designer shall mark all TBMs on plans) 8. All levels are in metres to AHD. 9. All co-ordinates are in metres to the Map Grid of Australia (MGA 55- 94). 10. The Contractor is directly responsible for ensuring the project set out is consistent with the design. Should actual site conditions conflict in any way with that documented, the Contractor shall contact the Principal contractor / Designer for clarification before proceeding. 11. The Contractor is to engage a suitably qualified and experienced Surveyor to undertake asset recording of the work. All surveyor works and data recording shall be undertaken in accordance with the MRWA survey manual. 12. All specific pipe materials (eg: PVC-M) shall be indicated in the As Constructed information. Products and Materials 13. Deleted 14. Refer to the Pipe Schedule 15. Refer to the Pipe Material Schedule. 16. For PE pipe construction, refer to drawing MRWA-W-103 and WSA 01 (PE pipeline code). Welders shall be accredited to PMBWELD301A (Butt) and PMBWELD302B (Electrofusion). Appurtenances (Fittings) 17. All valves and hydrants shall be marked according to drawings MRWA-W-300 and MRWA-W-301. 18. Valve surrounds, covers and spindles shall be constructed in accordance with drawing MRWA-W-302. 19. Hydrant surface arrangements shall be constructed in accordance with drawings MRWA-W-303. 20. Flange and flange bolts shall be constructed in accordance with drawings MRWA-W-306A and MRWA-W-306B. 21. Refer to the Hydrant and Washout 22. All valves shall be located directly out from the apex of the splay corner (unless otherwise indicated). Water Main Alignment, Trenching & Cover 23. Trench, pipe placement, embedment and backfill dimensions as per standard drawing MRWA-W-202. 24. Offsets of mains from property boundaries shall be; min 600mm (mains < DN100) and min 1m (mains >/ DN100). 25. All water mains shall pass over drains and sewers unless shown otherwise in the design drawings. 26. Curved water main(s) and deflections shall be constructed as per drawing MRWA-W-212. 27. Mains shall be aligned in accordance with the Services Alignment Schedule. Embedment 28. Deleted Deleted 29. Embedment shall be placed as per drawings MRWA-W-201 and MRWA-W-202. Backfill 30. Backfill to comply with City of Greater Bendigo requirements as listed in IDM SD310 31. Compaction trials and compaction testing shall be undertaken in accordance with the MRWA Backfill Specifications. Thrust Restraint 32. Refer to the Thrust Restraint drawingst 33. Construct concrete thrust restraints as per drawings MRWA-W- 204, 205A. 34. Timber / Recycled plastic blocks as per drawings MRWA-W-204 and MRWA-W-206. 35. Thrust restraints have been designed on the basis of the AHBP (ground strength). The Contractor shall confirm the actual ground conditions (using standard drawing MRWA-W-200 as a guide) and discuss with the Superintendent any ground conditions which are found to be different to that nominated. Property Services 36. Property Services to the end of service shall be constructed as per drawings MRWA-W-110 and MRWA-W-111. 37. NDW property services shall always be located on the left of the DW property service as you look from the road to the front of the property. Connections (All types) 38. Connection of >/ DN100 offtakes to existing mains shall be as indicated in the design drawings and as per drawing MRWA-W-106. 39. Connection of DN40, 50 & 63 PE offtakes shall be as per drawing MRWA-W-107. 40. Property Service Connections as per drawing MRWA-W-111. 41. All property service connections to new residential non PE reticulation mains are to be completed using pretapped connectors. Other Services 42. To receive the most up to date information prior to construction, "Dial before you Dig" shall be undertaken to aid in the location of other services. Other services shall be carefully located prior to full excavation at the contractor's cost. Any clashes of proposed new works with other assets shall be reported to the Superintendent immediately for clarification. 43. Offsets to other services shall be as per IDM or otherwise as per table 5.5 of WSA03- 2012 MRWA edition. These clearances shall apply to surface covers as well as underground assets. 44. Vertical Clearances from other services shall be as per table shown Testing, Asset Acceptance and Live Connections 45. Post construction activities (of both DW & NDW) such as swabbing, water quality testing, pressure testing and chlorination shall be carried out in accordance with WSA03-2012 MRWA edition and the MRWA Water Quality Compliance Specification. All test results shall be documented and reported to the Superintendent. 46. The Contractor &/or Consultant shall provide notice to the Superintendent prior to testing being undertaken. 47. Unless otherwise informed, all NDW main to meter connections shall be inspected by the Water Agency, with the Water Agency being notified prior to connection. All main to meter service All main to meter service connections are to remain exposed until inspected by the Water Agency compliance officer. 48. With each NDW connection, the Contractor must supply a signed pre-inspection checklist. 49. The Contractor shall provide at least the required days notice to the Superintendent prior to connecting new works to the existing network. Shut down work shall be scheduled for 9am weekdays and be completed within 240 minutes. 50. Valves connecting new assets to the Water Agency's live system shall not be operated by the Contractor.
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PROPOSED SUBDIVISION
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FOR MOONTA HOLDINGS PTY LTD
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AT 104 MARONG ROAD & MOONTA STREET
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WEST BENDIGO
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24000
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W1
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APRIL '17
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1:250
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APC
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DP-AD274
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EC 1180
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AMENDMENT
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DATE
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ISSUE TO
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DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
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493 HARGREAVES ST, BENDIGO 3550.
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PHONE (03) 5441 4000.
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SCALE
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CONSULTING ENGINEERS
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COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
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SHEET No.
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DATE
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DRG. No.
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DRAWN
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WATER PLAN
STREETM
OONTA
UNION STREET
N
o
.8
N
o
.1
0
N
o
.9
TBM 3
SPIKE PLACED
RL 258.215 (AHD)
TBM 2
RIVET IN PIT RIM
RL 253.350 (AHD)
1
3
8
°
4
4
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3
0
"
7
8
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5
6
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1
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5
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11
12
13
15
14
16
19
17
181
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PLANNING PERMIT No DS/397/2016
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NEW IS
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EX IS
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EXISTING 100%%c PVC MAIN
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125%%c PE100 PN16
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125%%c PE100 PN16
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125%%c PE100 PN16
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125%%c PE100 PN16
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125%%c PE100 PN16
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63%%c PE100 PN16
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SCOUR VALVE
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NEW FP
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NEW FP
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TEE
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45%%d BEND
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2x45%%d BEND
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PE TAKEOFF
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WITH IS VALVE
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PE TAKEOFF
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WITH IS VALVE
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EXISTING 375%%c SCL MAIN
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2400
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2400
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2400
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2400
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2400
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2000
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1000
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PROPOSED SUBDIVISION
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FOR MOONTA HOLDINGS PTY LTD
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AT 104 MARONG ROAD & MOONTA STREET
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WEST BENDIGO
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24000
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W2
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APRIL '17
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1:250
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APC
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DP-AD274
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EC 1180
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AMENDMENT
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DATE
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ISSUE TO
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NO.
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DATE
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NO.
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DIV OF BRIDBAX PTY. LTD. ABN No. 86 082 299 456
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493 HARGREAVES ST, BENDIGO 3550.
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PHONE (03) 5441 4000.
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SCALE
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CONSULTING ENGINEERS
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COLIN M. NANKERVIS
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CIVIL AND STRUCTURAL
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SHEET No.
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DATE
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DRG. No.
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DRAWN
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WATER PLAN