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Development Application - Part 2 of 2 - Energex Certificate, Telstra Provisioning Confirmation & Plans - OPW12/0276
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SCRC CORRESPONDENCE
Place barcode here 1111111111111111111111111
80495336
THIS IS THE NEXT PART OF A
MULTIPLE PART RECORD
((/S
Part 2_ Of -7
\0
Application number: Q iJ wi rei)Zeb
,
130
-(o~
p:.
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Section 2
1185 23.11.2010
~ Page 1 of 1
~~rgex I Reference Number 01 LP04526/07/2012
Certificate for Electricity Supply for Minor Developments
a. Subdivider’s Name Phillip Rutherford & Pamela RochecoLtste
Registered Address 10 Jirrima Crescent
Cooroibah Postcode 4565
b. Locality of Subdivision 10 Jirrima Crescent
Cooroibah
c. Real Property Description Prop Lots 10 & 11
Cancelling Lot 86 on RP136462
d. No. of Allotments 2
e. Identification of Existing Reticulation and required action -
[8J OK for OH service (a property pole may be required)
D OH same side of street -
OK for OH service
D OH extension required (includes installation of Cross Street pole)
D UG existing -
no further action required
D UG pillar from OH required
D UG extension required
D Customer’s property pole is required
D Cross Street pole is required
OH = ENERGEX Overhead Network UG = ENERGEX Underground Network
f. Additional Conditions / Comments
Lot 10 has over h ad supply available from SP6009
New Lot 11 has overhead supply available from P95499
ENERGEX certifies that the above named Subdivider has -
D Paid a capital contribution in full and made arrangement with ENERGEX for the provisions of the supply of electricity to
the proposed subdivision
or D Supply is available under standard tariff conditions.
Name Len Paynting
Position
Signature Date 26/07/2012
ENERGEX Limited.. GPO Box 1461 Brisbane Queensland 4001 .ABN 40 078 849 055
Section 3
Millwell Services Pty Ltd
Date 1 August 2012
Attention: P Rutherford & P
Rouchecouste C/o Millw.ell services
PO BOX 807 M616
Our Ref:
MAROOCHYDORE
QLD4558
MVD/3107/11162
Your Ref:
Dear Sir/Madam
TELECOMMUNICATIONS
INFRASTRUCTURE
PROVISIONING CONFIRMATION
Telstra Corporation Limited confirms that telecommunications network infrastructure has
been provisioned to the following proposed development:
LOTS NUMBERED PLAN
RECONFIGURATION OF LOT 86 RP136462
LOCATION
10 JIRRIMA CRESCENT, COOROIBAH, QLD 4565
This Confirmation is issued for this proposed development only and is issued and given
solely on the basis of the information provided by Mariana Dobe
to Telstra Corporation Limited in writing as at the date of this Confirmation.
Additional works will still be required in order for telecommunications services to be .
provided to customers in the development and these works will be carried out at
Telstra’s sole discretion.
Telstra Corporation Limited is not responsible to Mariana Dobe, a recipient of this
Confirmation or anyone else for any loss suffered in connection with this Confirmation or
any of the content and excludes, to the maximum extent permitted by law, any liability which
may arise as a result of the issue of this Confirmation or its content.
If you have any enquiries or require any further information please contact me at the above
address.
Sincerely,
Graeme Lazell
Compliance CertificatelCommerical Co-Ordinator
Service Stream Communications Pty Limited
On behalf of Telstra Corporation Limited
PO Box 436 1/08/2012
VIRGINIA QLD 4014
T: 1800 773 776
F: +61 732650866
E: [email protected]
Capability + Ambition + Growlh
Section 4
Q ~ ~
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! \ SEDIMENT & EROSION CONTROL PLAN INDEX
Callaghan & Toth
.0
0" Sedimentation Controls shall comply with 1204-01 ’A SITE & SITE-UNE PLAN
the requirements of,
C;v;l, Env;ronmeotal &
1204-02 A DRIVEWAY LAYOUT PLAN 1
"MANUAL FOR EROSION AND SEDIMENT
CONTROL, MAROOCHY SHIRE COUNCIL"
(MESC,2007)which can be accessed on the
Councils external internet site.
1204-03
1204-04
1204-05
1204-06
1204-07
A
A
A
A
A
DRIVEWAY LAYOUT PLAN 2
DRIVEWAY & STORMWATER DETAIL PLAN
DRIVEWAY LONGITUDINAL SECTION
DRNEWAY CROSS SECTIONS
SEDIMENT & EROSION CONTROL PLAN
~ Hydraulic Engineers
PO BOX 2305
NooSA HEADS 4567
6/41 Sunshine Beach Road
Phone 54749081, Fax 54749041
www.callaghanandtoth.com.au
Works Standards refer to, STANDARD DRAWINGS II datum AHD DERIVED
PSM 119670
j?
"Contract Standards for Erosion and N Origin (B.M.) RL 99.37
Sediment Control on Construction Sites." IPWEAQ SEQ R-056 RURAL DRIVEWAYS
-r^ -..-
IPWEAQ
IPWEAQ
0-0030
0-0050
BEDDING & BACKFILLING TO RC PIPE CULVERTS
FIELD INLET AND OVERFLOW GULLY
" approved
SURVEYED BY
’"
~ Coclrllilah Gr.al5and>,’
EARTHWORKS & COMPACTION NOTES MAX WATTERSON . ASSOCIATES
N.tlOn~ MRD 1294B DELINEATORS
1 4566 P f~
MRD 1306 ENDS TO PIPE CULVERTS
PHONE (07) 54 426 121
o
(’-..:::/ ,,,,.he, :\ F:~-"’-~
OBTAIN ONE CBR TEST PER t.lATERW. lYPE OR AT EVERY 100m OF
ROAD. THE CONTRACTOR WILL MEET COMPACTION TESTING COSTS.
project
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CLEAR TREES, STUMPS, AND ROOTS. MULCH AND STOCKPILE.
STRIP TOPSOIL TO lSOmm OR DEEPER AS REQUIRED. PROOF ROLL FILL
PROPOSED ACCESS DRIVEWAY
-:.
AREA &. COMPACT TO 95% RDD (OR 100% RDD IF 300mm BELOW TO 10 AT JIRRIMA CRESCENT.
..
,
t" .,4"’’’
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SUBGRADE), REMOVE ANf UNSUITABLE t.lATERW. AND REPLACE WITH
ALEXANDER DAVID TOTH
~tl’ O"’-e:Sr COOROIBAH
,
>,’ APPROVED FILL, STOCKPILE AND RE-SPREAD ALL USEABLE TOPSOIL REGISTERED PROFESSIONAL
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ENGINEER
~~/’N";~~069:/
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LAYERS AND COMPACT TO 95% RDD (65% RDD FOR COHESIONLESS
SOIL), COMPACT TO 100% RDD IF 300mm BELOW SUBGRADL
.............~~...
PHONE 5474 9081
Client
0
Itlllll ~=:;;; -1’.’
ll, J P. RUTHERFORD at
.-:;;~ Harry Sprtrtgt> MINIMUM COMPACnON TESTS: ONE PER 100m OF ROAD
(FOR
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.
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~rvatloll
Park
i u.._ I. ~ :SUBGRADE, AND ALL GRAVEL LAYERS). THE CONTRACTOR WILL MEET
P. ROCHECOUSTE
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I- COMPACnON TESTING COSTS. ALL FILL IS TO BE SUPERVISED TO LEVEL
SITE LOCATION PLAN N.T.S as 2 AS PER AS3798-1996,
LEGEND
SITE UNE
..
a::
.
t1
APPROXIMATE LOCATION OF
THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCAnNG ALL EXISnNG
SERVICES BEFORE COMMENCEMENT OF WORK ON SITL
1204-07
[,,, SITE at SITE-UNE PlAN
)
EXISTING DRIVEWAY TO LOT 10
1
LOT 85
LOT 86 on RP136462
RP136462
BOY
Parish of NOOSA
~
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._____3 .
SUNSHINE COAST COUNCIL
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SHRUB TO BE REMOVED
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.
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SCALE
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scale
1:2000(A3)
20 30 40 50 Wet",
SCALE SHOWN IS ORIGINN. DRAWING SCALE
DO NOT SCALE FROM lHlS DRAWING
USE ONLY DIMENSIONS PRO’v1DED
100
0.",
\
REVISIONS
s,PROPOSED ACCESS DR"In’,,;" date
’O""MI. revision details
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1204-03
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FILES
COMPUTER DIRECTORY
~\
LOT 1 X:\JOBS\CT PRO N PRG\1204 JIRRIMA CRESCENT
RP171405 LAKE COOROIBAH DESI CURRENT DWG-1204 BASE
FOR APPROVAL
NOTE: ENERGEX
@gex
LOCATIONS ARE APPROXIMATE ONLY FROM
SERVICE LOCATIONS
It is theresponsibility of the Foreman to
contact the relevant service outhorities to
Ih.e/stra
~ AUSTRALIA
NOTE: TELSTRA LOCATIONS ARE APPROXIMATE ONLY FROM
TELSTRA PlANS. LOCATIONS ARE TO BE CONFIRMED
~.
Sheet 1
drawing number
1204-01
of 7 sheets
ENERGEX PlANS. LOCATIONS ARE TO BE CONFIRMEO oscertain the exoct locotion of services prior PRIOR TO START OF CONSTRUCTION. PHONE DBYO
PRIOR TO START OF CONSTRUCTION. PHONE DBYO
SERVICE LOCATIONS ON 1100 FOR DETAILS.
SERVICE LOCATIONS ON 1100 FOR DETAILS. to construction. date 8th JUNE 2012
~__.._........ ...
Section 5
/’ """
PLACE DELINEATOR f---__ ~ LEGEND -
PROPOSED WORKS
LEGEND EXISTING SERVICES Callaghan & Toth
l POSTS TO MRD1294BJ
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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
! F\;---
-/-/-/- 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
I I
--+---- 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
~~
_____
~
~\
1 <;:)ffD @ PROPOSED TREES TO BE CLEARED
~/
\":l~IJ7 MIN CONTOUR
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 &
11 I ~ \ I
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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
L_
P. ROCHECOUSTE
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FOR APPROVAl
date
07/12
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~ 10’2S
lJOIN SMOOTHLY TO EXISTING l_,
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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
~
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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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Existing pavement to be cut back
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TC
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CT
90.311
90.541
93.915
97.289
-231.365
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87.772
87.725
87.042
Section 6
86.735
101"4006
101"4006
95’1329
60.000 -6.748 6’2637
"-.... \, Sheet 2 of 7 sheets
\ "’-"’-"0 ........ a
minimum of 150mm or until \\ TC 123,603 -198,265 84.339 95’1329
\ suitable pavement to provide i>~\" \ IP5 128,652 -193.220 83.877 50,000 -10,097 11"3415 drawing number
clean grovel face for new ~.
povement
CONNECTION TO EXISTING PAVEMENT DETAIL
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TC
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133,700
134,577
140.932
-188,185
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84.437
84.534
85,239
83"3914
83"3914
60.000 12.711 12’0816
1204-02
A
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-152,377
84.595
82,339
95’4730
95’1329 ’- date 8th JUNE 2012 ./
IP7 169,652
Section 7
10 00
Callaghan & Toth
-I
0.50 I 0.50 1.00
>-
NATURAL SURFACE
Civil, Environmental &
1-3.r0-----1 I-l ~
III Hydraulic Engineers
50mm PVC TELSTRA CONDUIT
WITH 100mm SEPARATION TO ALEXANDER DAVID TOTH PO BOX 2305
NOOSA HEADS 4567
ELECTRICAL CONDUIT REGISTERED PROFESSIONAL 6/41 Sunshine Beach Rood
Phone 54749081, Fox 54749041
ENGINEER QLD No. 6069
www.callaghonandtoth.com.ou
’n;
datum AHD DERIVED
II PSM 119670
AH Origin (S.M.) RL 99.37
N
63mm HEAVY DUlY
ELECTRICAL CONDUIT II approved
SURVEYED BY
WITH 600mm COVER
MAX WATTERSON ct ~1ES
PHONE (07) 54 426 121
TYPICAL DRIVEWAY SECTION & SERVICE LOCATIONS project
Scale: NTS
PROPOSED ACCESS DRIVEWAY
TO 10 AT JIRRIMA. CRESCENT.
COOROIBAH
LOT 10
2.00ha Client
P. RUTHERFORD &
VI P. ROCHECOUSTE
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revision details dote
A FOR APPROVAL 07/12
N
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FILES
..... LOT 1
o
N
RP171405 COMPUTER DIRECTORY
X:\JOBS\CT PRO N PRG\1204 JIRRIMA CRESCENT
~ LAKE COOROIBAH DESI CURRENT DWG-1204 BASE
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CL E E
-0-0
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Sheet 3 of 7 sheets
drawing number
---
1204-03
PASSING BAY DETAIL
SCALE 1:250 dote 8th JUNE 2012
Section 8
’1/
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1:200>
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PIPE DIAMETER 3"
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designed AnT
6/41 Sunshine Beach Rood
Phone 54749081. Fax 54749041
www.callaghanandtoth.com.au
I datum AHD DERIVED
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~\ \
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1/
IL99.154~
"’-..j drawn MM I PSM 119670
I Origin (B.M.) RL 99.37
U \ checked AH
II ~\ il ~ \ ~ EXISTING CROSS ROAD 375 PIPE I
approved
\ 1\ ~ SURVEYED BY
~
\ DRAINAGE CROSS SECTION
SCALE N.T.S
MAX WATTERSON a:
PHONE (07) 54 426 121
1ES
\ I~ 1\ project
I ~ ~ II LOT 10
\I ~ 2.00h0
PROPOSED ACCESS DRIVEWAY
1 \\ \ TO 10 AT JIRRIMA, CRESCENT,
\I ~ \\
1 \\ ~\
COOROIBAH
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dote
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LOT 1
\ ENGINEER QLD No. 6069
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\ PHONE 5474 9081
\ \ \\ FILES
COMPUTER DIRECTORY
INTERSECTION SETOUT TABLE \ \ \~ DRAINAGE SETOUT TABLE X:\JOBS\CT PRO N PRG\1204 JIRRIMA CRESCENT
LAKE COOROIBAH\DESI\CURRENT DWG-1204 BASE
\ NAJ.lE/COORD STRUCTURE CHAlNACE LIP /LID OFFSET PIPE
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PT EASTING NORTHING LEVEL DESCRIPTION
\ \ \\ STR CTURE TYPE Rl CEN CRADE
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~\ \ \\ l/A X= -333.243 315/1 FRC CL2 RRJ 5.826 U/S IL 99.119 3.483 0.5%
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HEADWALL L -1.192 ’- dote 8th JUNE 2012 ~
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= 27 =>
INTERSECTION SETOUT TABLE
JIRRIMA CRESCENT
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| | NY PIPE DIAMETER 375 PIPE DIAMETER 3 Le www.callaghanandtoth.com.au
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4 1199. 154 SJ | Jerawn Tn PSM 119670
: | checked [AH | Origin (B.M.) RL 99.37
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approved
SURVEYED BY
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(Callaghan & Toth )
MAX WATTERSON & ASSOCIATES
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ALEXANDER DAVID TOTH
REGISTERED PROFESSIONAL.
ENGINEER QLD No. 6069
DRAINAGE _SETOUT TABLE
TO 10 AT JIRRIMA, CRESCENT,
COOROIBAH
Pcp ennessennomemne
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P. RUTHERFORD &
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DRIVEWAY & STORMWATER
DETAIL PLAN
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LOT 86 on RP136462
Parish of NOOSA
County of MARCH
SUNSHINE COAST COUNCIL
Locality of COOROIBAH
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SCALE
01.25 2.5 3.75 5.0 6.25 Meters 12.5
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scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:250(A3) D0, NOT SCALE FROM THIS DRAWING
IMENSIONS PROVIDED
REVISIONS
A |_FOR APPROVAL
FILES
COMPUTER DIRECTORY
X:\\JOBS\CT PRON PRG\1204 JIRRIMA CRESCENT
NAME/COORD | STRUCTURE CHAINAGE| LIP / LID | OFFSET | PIPE _ | JAKE COOROIBAL\DESI\CURRENT DWG—1204 BASE
INTERSECTION SETOUT DETAIL STRUCTURE TYPE RL CEN | GRADE
PT [EASTING NORTHING] LEVEL | DESCRIPTION FOR APPROVAL
7 [336.749] 81,173 [99.880] EDGE BITUMEN/IP_RS.O 1/A X= ~333243 [3750 FRC CL2 ARI 5626 lusu gai | 3483 | 058
2_|-334-779| 77.809 199.808] MID-POINT R5.0 Y= 78.143 |W 3758 PRE-CAST SLOPING|
3 [330.991] 76.882 | 99.875| TP_RS HEADWALL L=5.048
i, |-329.156| 77.074 |100,066| START TAPER Steet _ Avot 7. shoots
5 326.896] 76.484 [100.324 END TAPER 2A X= ~332873 9008 HEAVY DUTY S219 W/S HE GATE | 1.978 drawing number
6 [334.596] 67.219 | 99.792] EDGE_BITUMEN/TP_R5.0 Th TES | CONCRETE LO FRESCAST
T_|-333.933| 70.632 | 99.781| MID POINT R5.0 1204-04
8 [-331.159 | 72.803 | 99.732] TP_RS YA X= 332.379 |35750 FRC CL2 RRI 5550 |O/S il 99.159 | 5578 05% A
9 [328.577] 73.054 |100.032| START TAPER Y= 70.942 |W 3758 PRE-CAST SLOPING
0. 1-326.105 | 73.402 [100.355, END TAPER HEADWALL L=1.192 LO date 8th JUNE 2012 S/S
The text continues on section 9.
Used in these records
Development Application - Part 2 of 2 - Energex Certificate, Telstra Provisioning Confirmation & Plans - OPW12/0276Related documentApplication case desk ↗
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