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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 4, section 1. The text section number identifies this passage in the reader.
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! \ SEDIMENT & EROSION CONTROL PLAN INDEX
Callaghan & Toth
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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
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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
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"Contract Standards for Erosion and N Origin (B.M.) RL 99.37
Sediment Control on Construction Sites." IPWEAQ SEQ R-056 RURAL DRIVEWAYS
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IPWEAQ
IPWEAQ
0-0030
0-0050
BEDDING & BACKFILLING TO RC PIPE CULVERTS
FIELD INLET AND OVERFLOW GULLY
" approved
SURVEYED BY
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~ 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
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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
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AREA &. COMPACT TO 95% RDD (OR 100% RDD IF 300mm BELOW TO 10 AT JIRRIMA CRESCENT.
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SUBGRADE), REMOVE ANf UNSUITABLE t.lATERW. AND REPLACE WITH
ALEXANDER DAVID TOTH
~tl’ O"’-e:Sr COOROIBAH
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>,’ APPROVED FILL, STOCKPILE AND RE-SPREAD ALL USEABLE TOPSOIL REGISTERED PROFESSIONAL
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l" APPROVED FILL TO BE MINIMUM SOAKED CBR 6, FREE OF ORGANIC
ENGINEER
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t.lATIER, t.lAXlMUM AGGREGATE SIZE < SOmm, PLACE IN t.IAX. 200mm
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LAYERS AND COMPACT TO 95% RDD (65% RDD FOR COHESIONLESS
SOIL), COMPACT TO 100% RDD IF 300mm BELOW SUBGRADL
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PHONE 5474 9081
Client
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ll, J P. RUTHERFORD at
.-:;;~ Harry Sprtrtgt> MINIMUM COMPACnON TESTS: ONE PER 100m OF ROAD
(FOR
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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
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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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SUNSHINE COAST COUNCIL
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SHRUB TO BE REMOVED
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~ gJ FOR SITE DISTANCE PROPOSED LOT 10 Locality of COOROIBAH
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PROPOSED LOT 11
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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
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REVISIONS
s,PROPOSED ACCESS DR"In’,,;" date
’O""MI. revision details
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YO_,> 58.30
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.00 ’b A FOR APPROVAL 07/12
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1204-02 .
1204-03
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FILES
COMPUTER DIRECTORY
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LOT 1 X:\JOBS\CT PRO N PRG\1204 JIRRIMA CRESCENT
RP171405 LAKE COOROIBAH DESI CURRENT DWG-1204 BASE
FOR APPROVAL
NOTE: ENERGEX
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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
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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
~__.._........ ...
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