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Development Application - Part 2 of 2 - Energex Certificate, Telstra Provisioning Confirmation & Plans - OPW12/0276
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 5, section 1. The text section number identifies this passage in the reader.
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PLACE DELINEATOR f---__ ~ LEGEND -
PROPOSED WORKS
LEGEND EXISTING SERVICES Callaghan & Toth
l POSTS TO MRD1294BJ
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I 25mm AC SURFACING REFER TO PLAN
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..4 BOTTOM OF BANK Civil, Environmental &
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1204-5 FOR GRAVEL SPECIFICATION
R5
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Hydraulic Engineers
,
TOP OF BANK
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--_ 1",/////////;;1
//////"/////1 EXTENTS OF CUT EARTHWORKS TOPSOIL 100mm THICK
&: FERTILlSE TURF SPECIFIED FOR TABLE DRAIN
--<.1.1.4
---
_ _
EDGE OF BITUMEN
DRAINAGE
PO BOX 2305
NOOSA HEADS 4567
6/41 Sunshine 8each Road
Phone 54749081, Fax 54749041
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-/-/-/- FENCE www.callaghanandtoth.com.au
GRAVEL DRIVEWAY designed ADT I datum AHD DERIVED
1.............1
.....::............:....
EXTENTS OF FILLING EARTHWORKS TOPSOIL 100mm THICK &: drawn MM I PSM 119670
FERTILlSE GRASS SEED WITH TURF ALONG THE ROAD EDGE. OVERHEAD POWER
checked AH I Origin (8,M.) RL 99.37
-T- TELSTRA
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--+---- PROPOSED TOPSOIL 100mm THICK FERTILlSE &: TURFED
TABLE DRAIN. (REFER TO CROSS SECTIONS FOR DETAILS)
-D- CULVERTS approved
SURVEYED BY
-
-7JO MAJOR CONTOUR
MAX WATIERSON & ~TES
~~
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PHONE (07) 54 426 121
project
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"’0 TREES
PROPOSED ACCESS DRIVEWAY
TO 10 AT JIRRIMA, CRESCENT.
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PROPOSED ELECTRICAL AND TELSTRA LOCATION,
(SEE SERVICE DETAIL ON PLAN 1204-03
COOROIBAH
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APPROXIMATE LOCATION OF EXISTING DRIVEWAY TO LOT 10,
ALEXANDER DAVID TOTH
REGISTERED
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P. RUTHERFORD &
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’ WIDEN ENTRANCE TO IPWEAQ SEQ R-056 RURAL DRIVEWAY WITH
R5 AND 150mm GRAVEL. REPAIR FAILURES AND PHALT TO GATE:
I PROFESSI~ONAL
ENGINEER QLD No. 6069
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P. ROCHECOUSTE
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11 I \ \\ lOT 10
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DRIVEWAY LAYOUT PlAN 1
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LOT 86 on RP136462
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RESHAPE TABLE DRAIN
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SCAlE SHOWN IS ORIGINAl. DRAWING SCAlE
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revision details
FOR APPROVAl
date
07/12
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lJOIN SMOOTHLY TO EXISTING l_,
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~ CLEAN OUT EXISTING CULVERT TREE STUMP HG IP for base -)DRIVEWAY 12D CL
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AND TABLE DRAIN &: RESHAPE
TO NEW CULVERT INLET
APPROXIMATE
LOCATION
I LOT 1
RP171405
Pt
IPl
TC
Chainage
0.000
7.025
EastinQ
-321.128
-314,194
NorthinQ
94.683
95.806
Bearing
80’4811
80’4811
Radius ALength D.Angle FILES
Bitumen
~
~ \~ 96.227
COMPUTER DIRECTORY
/EXisting surfacing to be
sawcut to allow
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IP2
CT
TC
9.641
12.257
84.157
-311.596
-308.979
-237.446
95.961
88.706
95’4730
95’4730
20.000 5.232 14’5919
X:\JOSS\CT PRO N PRG\1204 JIRRIMA CRESCENT
LAKE COOROIBAH\DESI\CURRENT DWG-1204 BASE
new asphalt to .~ , ~ IP3 87.234 -234,382 88.395 60.000 6.154 5’5236
FOR APPROVAL
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joi.n .smoothly to
eXisting seal
Existing pavement to be cut back
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CT
TC
IP4
CT
90.311
90.541
93.915
97.289
-231.365
-231,140
-227.833
-224.469
87.772
87.725
87.042
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