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LEGENDAR ASSUMED ROUTE IL INVERT LEVEL TL TRAFFIC LIGHT
BOE BOTTOM OF ENCASEMENT LP LIGHT POST UTS UNABLE TO SURVEY
BOP BOTTOM OF PIPE MH MANHOLE UTO UNABLE TO OPEN
BH BOREHOLE MTR METER VP VENT PIPE
CBOX CONTROL BOX OH OVERHEAD SERVICE WP WASTE PIPE
CR CABLE RISER OL OBVERT LEVEL Ø DIAMETER
CP CATCH PIT PM PERMANENT MARK AC ASBESTOS CEMENT
CO CONCRETE PR PIPE RISER CI CAST IRON
CL COVER LEVEL PO POST CICL CAST IRON CEMENT LINED
d DEPTH RWP RAINWATER PIPE DI DUCTILE IRON
DCH DRAINAGE CHANNEL RS ROAD SIGN DICL DUCTILE IRON CEMENT LINED
DTI DEPTH TO INVERT RE RODDING EYE EW EARTHENWARE
DTO DEPTH TO OBVERT RL REDUCED LEVEL GI GALVANISED IRON
ER EARTH ROD SSM STATE SURVEY MARK HDPE HIGH DENSITY POLYETHYLENE
EP ELECTRICITY POLE ST STOP TAP PE POLYETHYLENE
EOL END OF LINE SV SLUICE VALVE PVC POLYVINYLCHLORIDE
EOT END OF TRACE TOE TOP OF ENCASEMENT RC REINFORCED CONCRETE
EOS END OF SURVEY TOP TOP OF PIPE S STEEL
G GULLY TL TRAFFIC LIGHT VC VITRIFIED CLAY
GRUN GULLY RUN UTS UNABLE TO SURVEY
IC INSPECTION COVER UTT UNABLE TO TRACE
GAS
WATER WATER RECYC. SEWER
TELSTRA
RMS
OPTIC FIBREELECTRIC (LV)
UNKNOWN
STORMWATER
CLASS D
CLASS C
CLASS B
CLASS A
CLASS D
CLASS C
CLASS B
CLASS A
CLASS D
CLASS C
CLASS B
CLASS A
EL-D EL-D
EL-C EL-C
EL-B EL-B
EL-A EL-A
WA-D WA-D
WA-C WA-C
WA-B WA-B
WA-A WA-A
SE-D SE-D
SE-C SE-C
SE-B SE-B
SE-A SE-A
GA-D GA-D
GA-C GA-C
GA-B GA-B
GA-A GA-A
TE-D TE-D
TE-C TE-C
TE-B TE-B
TE-A TE-A
UN-D UN-D
UN-C UN-C
UN-B UN-B
UN-A UN-A
SW-D SW-D
SW-C SW-C
SW-B SW-B
SW-A SW-A
ELECTRIC (HV)EL-A EL-A
EL-B EL-B
EL-C EL-C
EL-D EL-D
HP GAS
HPG-D
HPG-C
HPG-B
HPG-A
BLOCKS
AS 5488-2013 CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION (SUI)CLASS LABELING UTILITY INFORMATION BY A CLASSIFICATION CODE ALLOWS THE USER OF THIS INFORMATION TO UNDERSTANDCLEARLY HOW THE INFORMATION WAS COLLECTED AND THEN PLACE AN APPROPRIATE AMOUNT OF RELIANCE ON IT. PROJECTRISKS RELATED TO UNDERGROUND UTILITIES CAN THEN BE PROPERLY MANAGED.CLASS A: INFORMATION IS THE HIGHEST POSSIBLE LEVEL OF ACCURACY AND IS OBTAINED EXPOSING THE UNDERGROUNDUTILITY USING A NON DESTRUCTIVE EXCAVATION (POTHOLING) TECHNIQUE. THE VERTICAL INFORMATION FOR THIS LOCATINGMETHOD IS TO THE TOP OF THE SHALLOWEST PART OF THE LOCATED SERVICE. THE 3D LOCATION IS RECORDED AS AN X,Y,ZCOORDINATE.CLASS B: INFORMATION IS COLLECTED BY DESIGNATING THE HORIZONTAL AND VERTICAL LOCATION OF UNDERGROUNDUTILITIES BY USING ELECTROMAGNETIC PIPE AND CABLE LOCATORS, SONDES OR FLEXI TRACE, GROUND PENETRATING RADARAND ACOUSTIC PULSE EQUIPMENT. THIS IS THE MOST COMMON FORM OF UTILITY LOCATING AND ALTHOUGH AN X,Y, AND Z AXISCAN BE ESTABLISHED IT IS NOT ALWAYS ENTIRELY ACCURATE DUE TO DIFFERING ELECTROMAGNETIC FIELDS, SOIL CONDITIONSAND MULTIPLE BANKS OF CABLES AFFECTING THE LOCATING SIGNAL.CLASS C: INFORMATION IS COLLECTED BY CORRELATING THE SURVEY OF VISIBLE UTILITY SURFACE FEATURES SUCH ASMARKER PLATES OR WATER HYDRANTS AND ACQUIRED DIAL BEFORE YOU DIG PLANS TO DRAW A STRING WHICH SHOWS THEAPPROXIMATE POSITION OF SERVICES. THIS METHOD DOES NOT USUALLY SHOW MULTIPLE BANKS OF CABLES AND DOES NOTALWAYS SHOW THREE DIMENSIONAL INFORMATION.CLASS D: INFORMATION IS THE MOST BASIC LEVEL OF UTILITY LOCATIONS USING ONLY INFORMATION BASED ON EXISTING DIALBEFORE YOU DIG PLANS AND BY MEASURING BOUNDARY OFFSETS ETC. THIS METHOD OF UTILITY LOCATION SHOULD ALWAYSBE TREATED AS AN INDICATION OF THE PRESENCE OF A SERVICE ONLY AND SHOULD NOT BE USED FOR DESIGN.
LINETYPES
CLASSES
NOTES- ONLY THE POTHOLED AND EXPOSED SERVICES SHOULD BE CLASSIFIED AS CLASS-A. ALL OTHER SERVICES ARE INTERPOLATEDBETWEEN DIFFERENT CLASSES USING A VARIETY OF LOCATING METHODS INCLUDING EMI (ELECTROMAGNETIC INDUCTION) ANDGPR (GROUND PENETRATING RADAR)- COORDINATE SYSTEM IS MGA56 WITH AUSTRALIAN HEIGHT DATUM (AHD)-PH IS REFER TO POT HOLE. REFER THE POT HOLE CARD's PDF FOR DETAIL-OL REFERS TO OBVERT LEVEL OF PIPE-1.2m D: REFER TO THE DEPTH IN M FOUND BY ABOVE PROVIDED MEANS OF LOCATING
SURVEYED BY:
SCALE:
DRAWING TITLE:
SHEET NO:
CLIENT:
DRAWN BY: APPROVED BY:
DRAWING NO/REGISTRATION NO SURVEY DATE:
REV:
DATEREV DESCRIPTION
1:350@ A1
LOCATED BY:DR DY MS JA
04/07/2015
1
V15-494
4
DISCLAIMER: THIS PLAN INCLUDES INFORMATION DESCRIBING THE LOCATION OF SUBTERRANEAN FEATURES WHICH WERE PURPORTED TO EXIST AT THE TIME OF THE SURVEY.THIS INFORMATION WAS COMPILED FROM A COMBINATION OF FIELD TECHNIQUES AND AVAILABLE DATA FROM COOPERATING UTILITY AUTHORITIES. WHILST ALL CARE HAS BEENTAKEN IN THE PREPARATION OF THIS PLAN OF SURVEY, EARTH SPY PTY LTD CANNOT GUARANTEE THAT THE PLAN IS WITHOUT FLAW OF ANY KIND. THEREFORE EARTH SPY PTYLTD EXPRESSLY DISCLAIMS ALL LIABILITY FOR ERRORS OR OMISSIONS OF ANY KIND WHATSOEVER OR FROM ANY LOSS, DAMAGE OR OTHER CONSEQUENCES WHICH MAY ARISEFROM ANY PERSON RELYING ON ANYTHING STATED ON THIS PLAN. IN PARTICULAR, IT IS RECOMMENDED THAT USERS SATISFY THEMSELVES AS TO THE LOCATION OFSUBTERRANEAN FEATURES SUCH AS UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON THIS PLAN BY DEPLOYING VAC U DIGGA`S HYDRO VACUUM EXCAVATION SERVICES.
Phone:Address:Mail:Web:Bookings:Video Link:
1341 Elizabeth Drive, Kemps Creek, NSW, 2178PO Box 528, Ormeau Qld 4208www.vacudigga.com.aubook@vacudigga.com.au or 1300 822 834http://vmbiz.com.au/vacgroup.html
TM
c
The Vac Group Management Systems are registered to ISO 9001, ISO 14001 & AS 4801
Quality
ISO 9001
Heath & Safety
AS 4801
Environment
ISO 1401
1300 822 834 | F: 07 3807 5599
COMMSPOLE
DISTRIBUTOR
HYDRANT
JUNCTIONBOX
PILLAR
PITRECTANGULAR
PITROUND
POWERPOLE
TRAFFICSIGNAL
VALVE
VENTPIPE
PERMANENTMARK
LIGHTPOLE
MANHOLERECTANGULAR
MANHOLEROUND
METER
SURVEYMARK
DOWNPIPE
INSPECTIONHOLE
1 27/7/2015 UTILITY INFORMATION TO CLIENT
SUBSURFACE UTILITY INFORMATION
2 03/08/2015 POT HOLES LOCATION DETAILS ARE ADDED
3 04/08/2015 TEAM REVIEW AND ADDRESS OF THEIR COMMENTS
WR-A WR-A WR-A
WR-B WR-B WR-B
WR-D WR-D WR-D WR-D
WR-C WR-C WR-C
OF-A OF-A OF-A
OF-B OF-B OF-B
OF-C OF-C OF-C
OF-D OF-D OF-D
RMS-A RMS-A RMS-A
RMS-B RMS-B RMS-B
RMS-C RMS-C RMS-C
RMS-D RMS-D RMS-D
4 12-18/08/2015 ADD VACUUM EXCAVATION TRENCHES 1 - 11
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0
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0
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d
0
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0
m
d
0
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0
m
d
0.2m d P50
0.30m d P50
0.15m D 10
DB
0.25m D 10DB
10DB
0.70m d P100
0
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0
m
d
0
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5
m
d
0
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5
m
d
0
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0
m
d
0
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0
m
d
0
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0
m
d
0
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5
m
d
1
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5
m
d
1
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0
m
d
0.50m d P50
0
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0
m
d
2.5m d 0B
225∅ SGW
2.5m d 0B
225∅ SGW
0.25m d P 20
0.55m d E100
0
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0
m
d
1
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d
0
.6
0
m
d
0
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0
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d
0
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d
0
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1
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0
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0
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0
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0
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0
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0
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d
0
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0
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d
1
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0
m
d
0
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0
m
d
0.35m d P50
0
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0
m
d
0
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0
m
d
0.35m d E100
0.40m d P100
0
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0
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d
0
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0
m
d
0
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0
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d
0
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0
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0
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0
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0.40m d
0
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0
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d
0
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d
0
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d
0
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0
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d
0
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0
m
d
0
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0
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d
0
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0
m
d
0
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0
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d
0
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0
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d
0
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0.2
5m
OL
0.50m OL
0
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0
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d
0
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0
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d
0
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0
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d
0
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d
1
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0.3
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0
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d
0
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m
d
0
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d
0
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5
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0.30m d P50
0.40m d P50
0.20m d P20
0.30mx0.2m BOX
200 V
C
0.50m d P100
1
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0
m
O
L
2
2
5∅1.80m OL 225∅
0
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0
m
d
0.50d P90
0
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0
m
d
0.20m d BANK 3x100 P100
0
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0
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d
1
.0
m
d
0
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m
d
0
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0
m
d
0
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d
0
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0
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0
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6
7
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0
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0
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0
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0
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d
0
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d
0
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d
0
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d
0
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GA-D
SE-D
SE-D
SE-D
SE-D
SE-D
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1
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d
0
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0
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d
0
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0
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d
EL-B
E
L
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W
A
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E
O
T
S
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S
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S
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S
E
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S
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S
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S
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S
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TE
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TE
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TE
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S
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S
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S
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S
E
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SE-D
SE-D
SE-D
SE-D
SE-D
SE-D
SE
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SE
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SE
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SE
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SE
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SE
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SE
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S
W
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S
W
-C
S
W
-C
S
W
-C
S
W
-C
S
W
-C
S
W
-C
S
W
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S
W
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SW
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S
W
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S
T
O
R
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W
A
T
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C
H
A
M
B
E
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S
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S
W
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S
W
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S
W
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S
W
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S
W
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S
W
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S
W
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E
O
T
OVERHEAD POWER
LINE
O
V
E
R
H
E
A
D
P
O
W
E
R
L
IN
E
O
V
E
R
H
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A
D
P
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W
E
R
L
IN
E
SE
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SE
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SE
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SE
-D
SE
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SE
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SE
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S
E
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S
E
-D
S
E
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S
E
-D
S
E
-D
S
E
-D
S
E
-D
S
E
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S
E
-D
S
E
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S
E
-D
S
E
-D
S
E
-
D
S
E
-
D
S
E
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S
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S
E
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S
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-D
S
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S
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S
E
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S
E
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S
E
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S
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S
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S
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S
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S
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S
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S
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S
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S
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S
E
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S
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S
E
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S
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S
E
-D
G
A
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G
A
-D
G
A
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G
A
-D
G
A
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G
A
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G
A
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G
A
-D
G
A
-D
G
A
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G
A
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G
A
-D
G
A
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G
A
-D
G
A
-D
G
A
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G
A
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G
A
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3
2
m
m
GA
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GA
-D
GA
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GA
-D
GA
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GA
-D
GA
-D
GA
-D
GA
-D
GA
-D
GA
-D
GA
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5
0
m
m
5
0
m
m
GA
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GA
-D
GA
-D
GA
-D
GA
-D
GA
-D
GA
-D
GA
-D
GA
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GA
-D
GA
-D
GA
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GA
-D
GA
-D
GA
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G
A
-D
G
A
-D
G
A
-D
G
A
-D
G
A
-D
G
A
-D
G
A
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G
A
-D
G
A
-D
G
A
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G
A
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G
A
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G
A
-D
5
0
m
m
3
2
m
m
32m
m
N
Y
32 mm NY
T
E
-
D
T
E
-
D
T
E
-
D
T
E
-
D
T
E
-
D
T
E
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T
E
-D
T
E
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T
E
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T
E
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T
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T
E
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T
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TE
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TE
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T
E
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T
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T
E
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T
E
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T
E
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T
E
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T
E
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T
E
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T
E
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T
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T
E
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T
E
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T
E
-B
T
E
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TE
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TE
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TE
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TE
-D
TE
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TE
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TE
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TE
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TE
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TE
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TE
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1
5
0
∅ D
IC
L
1
5
0
∅ C
IC
L
2
0
0
∅ D
IC
L
1
0
0
∅ C
I
C
L
600∅ CICL
1200∅ SCL
F
E
N
C
E
E
X
IS
T
IN
G
B
U
IL
D
IN
G
W
A
L
L
E
X
IS
T
IN
G
B
U
IL
D
IN
G
W
A
L
L
P
H
1
B
P
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1
C
P
H
2
A
P
H
3
A
P
H
3
D
P
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3
B
0
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m
d
E
O
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P
H
3
C
P
H
4
A
PH
4B
P
H
5
A
P
H
6
A
P
H
7
A
P
H
7
B
P
H
7
C
P
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7
D
0
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m
d
0
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m
d
P
H
8
B
P
H
8
A
P
H
8
C
P
H
9
B
P
H
9
A
Unknown next to gas at
0.6m deep. See pothole
card.
P
H
9
C
P
H
8
D
0
.6
0
m
d
E
O
T
0
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m
d
0
.
8
3
m
d
t
o
t
o
p
EL-B
EL-B
EL-B
EL-B
EL-B
EL-B
EL-B
EL-B
E
L-D
E
L-D
E
L-D
E
L-D
E
L-D
E
L-D
E
L-D
E
L-D
E
L-D
E
L
-
D
EL-D
E
L
-
D
E
L
-
D
E
L-D
E
L-D
E
L-D
E
L-D
E
L-D
1
5
0
∅ C
IC
L
E
O
T
W
A
T
E
R
T
R
E
N
C
H
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
SE
-D
1
.6
5
m
IL
B
O
X
C
U
L
V
E
R
T
B
O
X
C
U
L
V
E
R
T
50m
m N
Y
B
O
X
C
U
L
V
E
R
T
2
2
5∅ S
G
W
2
2
5∅ S
G
W
P
ossible S
ew
er 225Ø
0.85m
d
P
ossible S
torm
w
ater 600Ø
0.44m
d
T
R
E
N
C
H
# 5
E
M
P
T
Y
T
R
E
N
C
H
# 4
E
lectr
ic B
ric
ks 0
.77m
d
W
ate
r 0
.67m
d
G
as 0
.70m
d
W
ate
r 0
.95m
d
E
lectr
ic B
ric
ks 0
.75m
d
W
ate
r 1
.15m
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LEGENDAR ASSUMED ROUTE IL INVERT LEVEL TL TRAFFIC LIGHT
BOE BOTTOM OF ENCASEMENT LP LIGHT POST UTS UNABLE TO SURVEY
BOP BOTTOM OF PIPE MH MANHOLE UTO UNABLE TO OPEN
BH BOREHOLE MTR METER VP VENT PIPE
CBOX CONTROL BOX OH OVERHEAD SERVICE WP WASTE PIPE
CR CABLE RISER OL OBVERT LEVEL Ø DIAMETER
CP CATCH PIT PM PERMANENT MARK AC ASBESTOS CEMENT
CO CONCRETE PR PIPE RISER CI CAST IRON
CL COVER LEVEL PO POST CICL CAST IRON CEMENT LINED
d DEPTH RWP RAINWATER PIPE DI DUCTILE IRON
DCH DRAINAGE CHANNEL RS ROAD SIGN DICL DUCTILE IRON CEMENT LINED
DTI DEPTH TO INVERT RE RODDING EYE EW EARTHENWARE
DTO DEPTH TO OBVERT RL REDUCED LEVEL GI GALVANISED IRON
ER EARTH ROD SSM STATE SURVEY MARK HDPE HIGH DENSITY POLYETHYLENE
EP ELECTRICITY POLE ST STOP TAP PE POLYETHYLENE
EOL END OF LINE SV SLUICE VALVE PVC POLYVINYLCHLORIDE
EOT END OF TRACE TOE TOP OF ENCASEMENT RC REINFORCED CONCRETE
EOS END OF SURVEY TOP TOP OF PIPE S STEEL
G GULLY TL TRAFFIC LIGHT VC VITRIFIED CLAY
GRUN GULLY RUN UTS UNABLE TO SURVEY
IC INSPECTION COVER UTT UNABLE TO TRACE
GAS
WATER WATER RECYC. SEWER
TELSTRA
RMS
OPTIC FIBREELECTRIC (LV)
UNKNOWN
STORMWATER
CLASS D
CLASS C
CLASS B
CLASS A
CLASS D
CLASS C
CLASS B
CLASS A
CLASS D
CLASS C
CLASS B
CLASS A
EL-D EL-D
EL-C EL-C
EL-B EL-B
EL-A EL-A
WA-D WA-D
WA-C WA-C
WA-B WA-B
WA-A WA-A
SE-D SE-D
SE-C SE-C
SE-B SE-B
SE-A SE-A
GA-D GA-D
GA-C GA-C
GA-B GA-B
GA-A GA-A
TE-D TE-D
TE-C TE-C
TE-B TE-B
TE-A TE-A
UN-D UN-D
UN-C UN-C
UN-B UN-B
UN-A UN-A
SW-D SW-D
SW-C SW-C
SW-B SW-B
SW-A SW-A
ELECTRIC (HV)EL-A EL-A
EL-B EL-B
EL-C EL-C
EL-D EL-D
HP GAS
HPG-D HPG-D
HPG-C HPG-C
HPG-B HPG-B
HPG-A HPG-A
BLOCKS
AS 5488-2013 CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION (SUI)CLASS LABELING UTILITY INFORMATION BY A CLASSIFICATION CODE ALLOWS THE USER OF THIS INFORMATION TO UNDERSTANDCLEARLY HOW THE INFORMATION WAS COLLECTED AND THEN PLACE AN APPROPRIATE AMOUNT OF RELIANCE ON IT. PROJECTRISKS RELATED TO UNDERGROUND UTILITIES CAN THEN BE PROPERLY MANAGED.CLASS A: INFORMATION IS THE HIGHEST POSSIBLE LEVEL OF ACCURACY AND IS OBTAINED EXPOSING THE UNDERGROUNDUTILITY USING A NON DESTRUCTIVE EXCAVATION (POTHOLING) TECHNIQUE. THE VERTICAL INFORMATION FOR THIS LOCATINGMETHOD IS TO THE TOP OF THE SHALLOWEST PART OF THE LOCATED SERVICE. THE 3D LOCATION IS RECORDED AS AN X,Y,ZCOORDINATE.CLASS B: INFORMATION IS COLLECTED BY DESIGNATING THE HORIZONTAL AND VERTICAL LOCATION OF UNDERGROUNDUTILITIES BY USING ELECTROMAGNETIC PIPE AND CABLE LOCATORS, SONDES OR FLEXI TRACE, GROUND PENETRATING RADARAND ACOUSTIC PULSE EQUIPMENT. THIS IS THE MOST COMMON FORM OF UTILITY LOCATING AND ALTHOUGH AN X,Y, AND Z AXISCAN BE ESTABLISHED IT IS NOT ALWAYS ENTIRELY ACCURATE DUE TO DIFFERING ELECTROMAGNETIC FIELDS, SOIL CONDITIONSAND MULTIPLE BANKS OF CABLES AFFECTING THE LOCATING SIGNAL.CLASS C: INFORMATION IS COLLECTED BY CORRELATING THE SURVEY OF VISIBLE UTILITY SURFACE FEATURES SUCH ASMARKER PLATES OR WATER HYDRANTS AND ACQUIRED DIAL BEFORE YOU DIG PLANS TO DRAW A STRING WHICH SHOWS THEAPPROXIMATE POSITION OF SERVICES. THIS METHOD DOES NOT USUALLY SHOW MULTIPLE BANKS OF CABLES AND DOES NOTALWAYS SHOW THREE DIMENSIONAL INFORMATION.CLASS D: INFORMATION IS THE MOST BASIC LEVEL OF UTILITY LOCATIONS USING ONLY INFORMATION BASED ON EXISTING DIALBEFORE YOU DIG PLANS AND BY MEASURING BOUNDARY OFFSETS ETC. THIS METHOD OF UTILITY LOCATION SHOULD ALWAYSBE TREATED AS AN INDICATION OF THE PRESENCE OF A SERVICE ONLY AND SHOULD NOT BE USED FOR DESIGN.
LINETYPES
CLASSES
NOTES- ONLY THE POTHOLED AND EXPOSED SERVICES SHOULD BE CLASSIFIED AS CLASS-A. ALL OTHER SERVICES ARE INTERPOLATEDBETWEEN DIFFERENT CLASSES USING A VARIETY OF LOCATING METHODS INCLUDING EMI (ELECTROMAGNETIC INDUCTION) ANDGPR (GROUND PENETRATING RADAR)- COORDINATE SYSTEM IS MGA56 WITH AUSTRALIAN HEIGHT DATUM (AHD)-PH IS REFER TO POT HOLE. REFER THE POT HOLE CARD's PDF FOR DETAIL-OL REFERS TO OBVERT LEVEL OF PIPE-1.2m D: REFER TO THE DEPTH IN M FOUND BY ABOVE PROVIDED MEANS OF LOCATING
SURVEYED BY:
SCALE:
DRAWING TITLE:
SHEET NO:
SI
DRAWN BY: APPROVED BY:
DRAWING NO/REGISTRATION NO SURVEY DATE:
REV:
DATEREV DESCRIPTION
1:200@ A1
LOCATED BY:DR DY MS JA
04/07/2015V15-494
DISCLAIMER: THIS PLAN INCLUDES INFORMATION DESCRIBING THE LOCATION OF SUBTERRANEAN FEATURES WHICH WERE PURPORTED TO EXIST AT THE TIME OF THE SURVEY.THIS INFORMATION WAS COMPILED FROM A COMBINATION OF FIELD TECHNIQUES AND AVAILABLE DATA FROM COOPERATING UTILITY AUTHORITIES. WHILST ALL CARE HAS BEENTAKEN IN THE PREPARATION OF THIS PLAN OF SURVEY, EARTH SPY PTY LTD CANNOT GUARANTEE THAT THE PLAN IS WITHOUT FLAW OF ANY KIND. THEREFORE EARTH SPY PTYLTD EXPRESSLY DISCLAIMS ALL LIABILITY FOR ERRORS OR OMISSIONS OF ANY KIND WHATSOEVER OR FROM ANY LOSS, DAMAGE OR OTHER CONSEQUENCES WHICH MAY ARISEFROM ANY PERSON RELYING ON ANYTHING STATED ON THIS PLAN. IN PARTICULAR, IT IS RECOMMENDED THAT USERS SATISFY THEMSELVES AS TO THE LOCATION OFSUBTERRANEAN FEATURES SUCH AS UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON THIS PLAN BY DEPLOYING VAC U DIGGA`S HYDRO VACUUM EXCAVATION SERVICES.
Phone:Address:Mail:Web:Bookings:Video Link:
1341 Elizabeth Drive, Kemps Creek, NSW, 2178PO Box 528, Ormeau Qld 4208www.vacudigga.com.aubook@vacudigga.com.au or 1300 822 834http://vmbiz.com.au/vacgroup.html
TM
c
The Vac Group Management Systems are registered to ISO 9001, ISO 14001 & AS 4801
Quality
ISO 9001
Heath & Safety
AS 4801
Environment
ISO 1401
1300 822 834 | F: 07 3807 5599
COMMSPOLE
DISTRIBUTOR
HYDRANT
JUNCTIONBOX
PILLAR
PITRECTANGULAR
PITROUND
POWERPOLE
TRAFFICSIGNAL
VALVE
VENTPIPE
PERMANENTMARK
LIGHTPOLE
MANHOLERECTANGULAR
MANHOLEROUND
METER
SURVEYMARK
DOWNPIPE
INSPECTIONHOLE
1 27/7/2015 UTILITY INFORMATION TO CLIENT
2 03/08/2015 POT HOLES LOCATION DETAILS ARE ADDED
3 04/08/2015 TEAM REVIEW AND ADDRESS OF THEIR COMMENTS
WR-A WR-A WR-A
WR-B WR-B WR-B
WR-D WR-D WR-D WR-D
WR-C WR-C WR-C
OF-A OF-A OF-A
OF-B OF-B OF-B
OF-C OF-C OF-C
OF-D OF-D OF-D
RMS-A RMS-A RMS-A
RMS-B RMS-B RMS-B
RMS-C RMS-C RMS-C
RMS-D RMS-D RMS-D
4 12-18/08/2015 ADD VACUUM EXCAVATION TRENCHES 1 - 11
CLIENT:
SUBSURFACE UTILITY INFORMATION
2 4
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EL Hard Cover 0.90m d
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B
LEGENDAR ASSUMED ROUTE IL INVERT LEVEL TL TRAFFIC LIGHT
BOE BOTTOM OF ENCASEMENT LP LIGHT POST UTS UNABLE TO SURVEY
BOP BOTTOM OF PIPE MH MANHOLE UTO UNABLE TO OPEN
BH BOREHOLE MTR METER VP VENT PIPE
CBOX CONTROL BOX OH OVERHEAD SERVICE WP WASTE PIPE
CR CABLE RISER OL OBVERT LEVEL Ø DIAMETER
CP CATCH PIT PM PERMANENT MARK AC ASBESTOS CEMENT
CO CONCRETE PR PIPE RISER CI CAST IRON
CL COVER LEVEL PO POST CICL CAST IRON CEMENT LINED
d DEPTH RWP RAINWATER PIPE DI DUCTILE IRON
DCH DRAINAGE CHANNEL RS ROAD SIGN DICL DUCTILE IRON CEMENT LINED
DTI DEPTH TO INVERT RE RODDING EYE EW EARTHENWARE
DTO DEPTH TO OBVERT RL REDUCED LEVEL GI GALVANISED IRON
ER EARTH ROD SSM STATE SURVEY MARK HDPE HIGH DENSITY POLYETHYLENE
EP ELECTRICITY POLE ST STOP TAP PE POLYETHYLENE
EOL END OF LINE SV SLUICE VALVE PVC POLYVINYLCHLORIDE
EOT END OF TRACE TOE TOP OF ENCASEMENT RC REINFORCED CONCRETE
EOS END OF SURVEY TOP TOP OF PIPE S STEEL
G GULLY TL TRAFFIC LIGHT VC VITRIFIED CLAY
GRUN GULLY RUN UTS UNABLE TO SURVEY
IC INSPECTION COVER UTT UNABLE TO TRACE
GAS
WATER WATER RECYC. SEWER
TELSTRA
RMS
OPTIC FIBREELECTRIC (LV)
UNKNOWN
STORMWATER
CLASS D
CLASS C
CLASS B
CLASS A
CLASS D
CLASS C
CLASS B
CLASS A
CLASS D
CLASS C
CLASS B
CLASS A
EL-D EL-D
EL-C EL-C
EL-B EL-B
EL-A EL-A
WA-D WA-D
WA-C WA-C
WA-B WA-B
WA-A WA-A
SE-D SE-D
SE-C SE-C
SE-B SE-B
SE-A SE-A
GA-D GA-D
GA-C GA-C
GA-B GA-B
GA-A GA-A
TE-D TE-D
TE-C TE-C
TE-B TE-B
TE-A TE-A
UN-D UN-D
UN-C UN-C
UN-B UN-B
UN-A UN-A
SW-D SW-D
SW-C SW-C
SW-B SW-B
SW-A SW-A
ELECTRIC (HV)EL-A EL-A
EL-B EL-B
EL-C EL-C
EL-D EL-D
HP GAS
HPG-D HPG-D
HPG-C HPG-C
HPG-B HPG-B
HPG-A HPG-A
BLOCKS
AS 5488-2013 CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION (SUI)CLASS LABELING UTILITY INFORMATION BY A CLASSIFICATION CODE ALLOWS THE USER OF THIS INFORMATION TO UNDERSTANDCLEARLY HOW THE INFORMATION WAS COLLECTED AND THEN PLACE AN APPROPRIATE AMOUNT OF RELIANCE ON IT. PROJECTRISKS RELATED TO UNDERGROUND UTILITIES CAN THEN BE PROPERLY MANAGED.CLASS A: INFORMATION IS THE HIGHEST POSSIBLE LEVEL OF ACCURACY AND IS OBTAINED EXPOSING THE UNDERGROUNDUTILITY USING A NON DESTRUCTIVE EXCAVATION (POTHOLING) TECHNIQUE. THE VERTICAL INFORMATION FOR THIS LOCATINGMETHOD IS TO THE TOP OF THE SHALLOWEST PART OF THE LOCATED SERVICE. THE 3D LOCATION IS RECORDED AS AN X,Y,ZCOORDINATE.CLASS B: INFORMATION IS COLLECTED BY DESIGNATING THE HORIZONTAL AND VERTICAL LOCATION OF UNDERGROUNDUTILITIES BY USING ELECTROMAGNETIC PIPE AND CABLE LOCATORS, SONDES OR FLEXI TRACE, GROUND PENETRATING RADARAND ACOUSTIC PULSE EQUIPMENT. THIS IS THE MOST COMMON FORM OF UTILITY LOCATING AND ALTHOUGH AN X,Y, AND Z AXISCAN BE ESTABLISHED IT IS NOT ALWAYS ENTIRELY ACCURATE DUE TO DIFFERING ELECTROMAGNETIC FIELDS, SOIL CONDITIONSAND MULTIPLE BANKS OF CABLES AFFECTING THE LOCATING SIGNAL.CLASS C: INFORMATION IS COLLECTED BY CORRELATING THE SURVEY OF VISIBLE UTILITY SURFACE FEATURES SUCH ASMARKER PLATES OR WATER HYDRANTS AND ACQUIRED DIAL BEFORE YOU DIG PLANS TO DRAW A STRING WHICH SHOWS THEAPPROXIMATE POSITION OF SERVICES. THIS METHOD DOES NOT USUALLY SHOW MULTIPLE BANKS OF CABLES AND DOES NOTALWAYS SHOW THREE DIMENSIONAL INFORMATION.CLASS D: INFORMATION IS THE MOST BASIC LEVEL OF UTILITY LOCATIONS USING ONLY INFORMATION BASED ON EXISTING DIALBEFORE YOU DIG PLANS AND BY MEASURING BOUNDARY OFFSETS ETC. THIS METHOD OF UTILITY LOCATION SHOULD ALWAYSBE TREATED AS AN INDICATION OF THE PRESENCE OF A SERVICE ONLY AND SHOULD NOT BE USED FOR DESIGN.
LINETYPES
CLASSES
NOTES- ONLY THE POTHOLED AND EXPOSED SERVICES SHOULD BE CLASSIFIED AS CLASS-A. ALL OTHER SERVICES ARE INTERPOLATEDBETWEEN DIFFERENT CLASSES USING A VARIETY OF LOCATING METHODS INCLUDING EMI (ELECTROMAGNETIC INDUCTION) ANDGPR (GROUND PENETRATING RADAR)- COORDINATE SYSTEM IS MGA56 WITH AUSTRALIAN HEIGHT DATUM (AHD)-PH IS REFER TO POT HOLE. REFER THE POT HOLE CARD's PDF FOR DETAIL-OL REFERS TO OBVERT LEVEL OF PIPE-1.2m D: REFER TO THE DEPTH IN M FOUND BY ABOVE PROVIDED MEANS OF LOCATING
SURVEYED BY:
SCALE:
DRAWING TITLE:
SHEET NO:
SI
DRAWN BY: APPROVED BY:
DRAWING NO/REGISTRATION NO SURVEY DATE:
REV:
DATEREV DESCRIPTION
1:200@ A1
LOCATED BY:DR DY MS JA
04/07/2015V15-494
DISCLAIMER: THIS PLAN INCLUDES INFORMATION DESCRIBING THE LOCATION OF SUBTERRANEAN FEATURES WHICH WERE PURPORTED TO EXIST AT THE TIME OF THE SURVEY.THIS INFORMATION WAS COMPILED FROM A COMBINATION OF FIELD TECHNIQUES AND AVAILABLE DATA FROM COOPERATING UTILITY AUTHORITIES. WHILST ALL CARE HAS BEENTAKEN IN THE PREPARATION OF THIS PLAN OF SURVEY, EARTH SPY PTY LTD CANNOT GUARANTEE THAT THE PLAN IS WITHOUT FLAW OF ANY KIND. THEREFORE EARTH SPY PTYLTD EXPRESSLY DISCLAIMS ALL LIABILITY FOR ERRORS OR OMISSIONS OF ANY KIND WHATSOEVER OR FROM ANY LOSS, DAMAGE OR OTHER CONSEQUENCES WHICH MAY ARISEFROM ANY PERSON RELYING ON ANYTHING STATED ON THIS PLAN. IN PARTICULAR, IT IS RECOMMENDED THAT USERS SATISFY THEMSELVES AS TO THE LOCATION OFSUBTERRANEAN FEATURES SUCH AS UTILITIES WHICH MAY OR MAY NOT BE SHOWN ON THIS PLAN BY DEPLOYING VAC U DIGGA`S HYDRO VACUUM EXCAVATION SERVICES.
Phone:Address:Mail:Web:Bookings:Video Link:
1341 Elizabeth Drive, Kemps Creek, NSW, 2178PO Box 528, Ormeau Qld 4208www.vacudigga.com.aubook@vacudigga.com.au or 1300 822 834http://vmbiz.com.au/vacgroup.html
TM
c
The Vac Group Management Systems are registered to ISO 9001, ISO 14001 & AS 4801
Quality
ISO 9001
Heath & Safety
AS 4801
Environment
ISO 1401
1300 822 834 | F: 07 3807 5599
COMMSPOLE
DISTRIBUTOR
HYDRANT
JUNCTIONBOX
PILLAR
PITRECTANGULAR
PITROUND
POWERPOLE
TRAFFICSIGNAL
VALVE
VENTPIPE
PERMANENTMARK
LIGHTPOLE
MANHOLERECTANGULAR
MANHOLEROUND
METER
SURVEYMARK
DOWNPIPE
INSPECTIONHOLE
1 27/7/2015 UTILITY INFORMATION TO CLIENT
2 03/08/2015 POT HOLES LOCATION DETAILS ARE ADDED
3 04/08/2015 TEAM REVIEW AND ADDRESS OF THEIR COMMENTS
WR-A WR-A WR-A
WR-B WR-B WR-B
WR-D WR-D WR-D WR-D
WR-C WR-C WR-C
OF-A OF-A OF-A
OF-B OF-B OF-B
OF-C OF-C OF-C
OF-D OF-D OF-D
RMS-A RMS-A RMS-A
RMS-B RMS-B RMS-B
RMS-C RMS-C RMS-C
RMS-D RMS-D RMS-D
4 12-18/08/2015 ADD VACUUM EXCAVATION TRENCHES 1 - 11
CLIENT:
SUBSURFACE UTILITY INFORMATION
2 4
PRELIMINARY PRINT
P
ossible S
ew
er 225Ø
0.85m
d
P
ossible S
torm
w
ater 600Ø
0.44m
d
T
R
E
N
C
H
# 5
E
M
P
T
Y
T
R
E
N
C
H
# 4
E
lectric
B
ric
ks 0.77m
d
W
ater 0.67m
d
G
as 0.70m
d
W
ater 0.95m
d
E
lectric
B
ric
ks 0.75m
d
W
ater 1.15m
d
E
lectric
T
ape 0.78m
d
U
nknow
n 0.54m
d
T
R
E
N
C
H
# 8
E
L S
oft T
ape 0.35m
d
TR
EN
CH
# 7
Telstra 1.02m
d
TRENCH # 6
T
R
E
N
C
H
# 5
E
L B
ricks 0.85m
d
U
nknow
n 0.86m
d
E
lectric
B
ank x 6 @
0.60m
d
U
nknow
n 0.35m
d
U
nknow
n 0.90m
d
U
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n 0.57m
d
T
R
E
N
C
H
#2
T
R
E
N
C
H
# 3
U
n
k
n
o
w
n
0
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0
m
d
W
ater 600Ø
0.72m
d
E
lectric
B
ank H
ard C
over 0.53m
d
W
ater 1200Ø
1.20m
d
TR
EN
C
H
# 9
G
as 0.60m
d
W
ater 0.72m
d
E
L H
ard C
over 0.80m
d
T
els
tra 0.48 d
2 x E
L D
irect B
uried 50Ø
0.70m
d
G
as 0.77m
d
W
ater 0.84m
d
E
lectric
0.45m
d
E
lectric
0.43m
d
E
L B
ank U
nder M
arker B
ric
ks 0.40m
d
W
ater 600Ø
0.90m
d
E
lectric
B
ank U
nder H
ard C
over 0.60m
d
W
ater 1200Ø
1.20m
d
U
nknow
n 0.83m
d
E
L H
ard C
over 0.83m
d
TRENCH # 10
Telstra 1.0m d
Telstra 0.94m d
EL Hard Cover 0.90m d
EL Hard Cover 0.90m d
T
R
E
N
C
H
# 4
V
A
C
-E
X
C
A
V
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T
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D
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TR
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F
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TR
6: V
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D
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.
TR
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# 1A
TR
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C
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# 1B
TR
EN
CH
# 11
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