OPW15/0043 Approved Plan

          -
   NOOSA COUNCIL
   APPROVED PLAN
OPW15/0043 12 MAY 2015


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WITH CLASS ‘C’GRATE HINGED TO FRAME.
IN ACCORDANCE WITH IPWEAG STO DRG No OS-050
a rye Ey — E = £ i—
=a we 7 zh =
= U/SIL=15.705 iad ' ——— —
a D/SIL=15.600 vw + Wy TT yy
OLD SIZE=0225 RCP \ \ = yw
LD GATEWAY DRIVE L=10.622m . TESST EM ety ie ew
LEGEND _ <= exISiTmIG FOOTPATH — Se _
SITE BOUNDARY — = a
— —  —_ ADJONING BouNDARY i) GATEWAY DRIVE
—— &£ —— £ —— _ EXISTING ELECTRICAL DERIVED FROM DBYD Zz ST —s — — =
— 5 —— $—— _ EXISTING SEWER RETICULATION DERIVED FROM OBYD ee ee
——w——W—— _ EXISTING WATER MAIN DERIVED FROM DBYD q
IT _ EXISTING TELECOMMUNICATION DERIVED FROM DBYD. evhairered <j
—sw—sw— EXISTING STORMWATER | SIZE=EXB300 RCP | | | | |
———~ EXISTING KERB AND CHANNEL (=30.727m
(APPROXIMATE LOCATION) |
sw PROPOSED STORMWATER DRAINAGE U/SIL=15.600
UBD MAP REF: SUN 18, £3 D/SIL=15.210 [
LOCALITY PLAN — DIRECTION OF LAND FALL SIZEsEX0300 RCP | | | | | | | | |
SCALE 14000 tL f Ct —
GENERAL LITT TTT TTT TTT TT LT \J!
GE1 THESE DESIGN DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING
NOOSA COUNCIL'S PLANNING SCHEME POLICY. \" =
GE2 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL CONSULTANTS CURRENT | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | —
DRAWINGS, SPECIFICATIONS, AUTHORITY APPROVALS AND WITH SUCH OTHER WRITTEN : = =
INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE WORKS — a FP —|
GE3_— ONLY THE LATEST REVISION OF ANY DOCUMENT IS TO BE USED. REFER TO THE CLIENT a | | | | | | L
REPRESENTATIVE’S DOCUMENT REGISTER FOR THE LATEST REVISION OF ALL DOCUMENTATION.
GE4 A TRAFFIC PLAN SHALL BE SUBMITTED TO DTMR PRIOR TO THE COMMENCEMENT OF POST DEVELOPMENT FLOW CALCULATIONS ff
CONSTRUCTION. THE PLAN SHALL SHOW THE LOCATION AND TYPE OF ALL DEVICES SITE AREA = 0.127 Ha =
REQUIRED FOR TRAFFIC CONTROL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO | | | "
ENSURE THE TRAFFIC PLAN CONFORMS TO THE CURRENT "MANUAL OF UNIFORM TRAFFIC | | [—
CONTROL DEVICES". ey J !
GES ONLY DRAWINGS WITH APPROVAL SIGNATURE IN THE TITLE BLOCK AND APPROVAL INITIALS 7 =
AGAINST THE LATEST REVISION IN THE REVISION HISTORY ARE CURRENT, ANY DRAWINGS: |
WITHOUT SIGNATURES PRESENT ARE UNCONTROLLED AND ARE NOT TO BE USED FOR — an
CONSTRUCTION. Oy = 2.18 x 1°? {Cp X hy x Al —
GE6 CONSTRUCTION USING THESE DRAWINGS SHALL NOT COMMENCE UNTIL ALL RELEVANT 78 X os? (0.88 x 210 x 0.127) \
APPROVALS/PERMITS IN ACCORDANCE WITH ALL STATUTORY REQUIREMENTS ARE IN PLACE, me om " ia | | | |s|9{f |lsI9| |
GE7 ALL DISCREPANCIES IN TRE DOCUMENTS SHALL BE REFERRED FOR DECISION TO CLIENT'S Litt (ALE
REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK.
GE8 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING.
ALL STRUCTURES IN A SAFE STABLE CONDITION. STORMWATER NOTES
ee eee DSA Cerra ie oes SW1 STORMWATER DRAINAGE PIPE LINES LOCATED IN PAVED AREAS ARE TO BE BACKFILLED TO
REFER TO SPECIFIC MATERIAL NOTES AND PRODUCT MATERIAL SAFETY DATA SHEETS FOR BOX LEVEL USING APPROVED MATERIAL WITH A MINIMUM CBR OF 15%, PLACED IN LAYERS
ADDITIONAL REQUIREMENTS. NOT EXCEEDING 250mm LOOSE AND COMPACTED UNTIL DRY DENSITY IS NOT LESS THAN 98%
GE9 WHEN PROPRIETARY PRODUCTS ARE SPECIFIED ON DRAWINGS NO ALTERNATIVE SHALL BE MODIFIED MAXIMUM DRY DENSITY. COMPACTION TESTING SHALL BE CARRIED OUT AT EXISTING BUNNINGS
USED WITHOUT THE WRITTEN PERMISSION OF THE CLIENT’S REPRESENTATIVE. COST OF INTERVALS NOT EXCEEDING 60m IN EACH LAYER. a
APPROVAL PROCESS IS TO BE BORNE BY THE CONTRACTOR SW2_ THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF LEVELS AND LOCATIONS OF WAREHOUSE
CONTRACTORS ARE TO SUPPLY DOCUMENTARY EVIDENCE THAT ALL CONSTRUCTION SERVICES TO FULLY COMPLY WITH LOCAL COUNCILS “AS CONSTRUCTED" INFORMATION LOT 101
MATERIALS USED ON THE PROJECT MEET THE RELEVANT AUSTRALIAN STANDARDS, LOCAL, REQUIREMENTS. THIS INFORMATION SHALL INCLUDE BUT NOT BE LIMITED TO MANHOLE
STATE AND NATIONAL AUTHORITY REQUIREMENTS, AND ANY CLIENT REQUIREMENTS, EASTING AND NORTHING, INVERT AND SURFACE LEVELS $P241371
DOCUMENTARY EVIDENCE IN THE FORM OF TEST CERTIFICATES, TEST RESULTS AND SW3 THE BOTTOM OF INLET PITS AND ACCESS CHAMBERS MUST BE BENCHED WITH CEMENT
CERTIFICATES ARE TO BE PRESENTED TO THE CLIENT'S REPRESENTATIVE PRIOR TO MORTAR. SPECIAL BENCHING MAY NEED TO BE UNDERTAKEN USING NZO CONCRETE AT
INCORPORATION INTO THE WORK. ANGLE JUNCTIONS IN PIPE LINES.
A LOCAL NATA ACCREDITED LABORATORY MUST INDEPENDENTLY TEST AND VERIFY SW4 ALL STORMWATER GULLY PITS ANO MANHOLES MUST BE DESIGNED AND CONSTRUCTED
THE SAMPLES TO THE RELEVANT AUSTRALIAN STANDARDS AND PROVIDE TEST SO THAT IF STEP IRONS ARE REQUIRED, THE STEP IRONS CAN BE INSTALLED DOWN °
CERTIFICATES, ONE CONTINUOUS FACE OF EACH STRUCTURE TO ENABLE ACCESS TO THE BOTTOM OF Zz
THE CLIENT'S REPRESENTATIVE MAY REJECT TESTING AND REQUIRE FURTHER TESTING BY THE STRUCTURE a
AN APPROVED LABORATORY. ALL COSTS FOR THE INITIAL TESTING, APPROVAL PROCESS,
AND FURTHER TESTING IS TO BE BORNE BY THE CONTRACTOR. ——— Ks
CONTRACTORS ARE TO SUPPLY TEST AND COMPLIANCE CERTIFICATES AS REQUESTED IN SERVICE Swen
AUTHORITY PERMITS AND APPROVALS. V2.1 PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL LOCATE EXISTING SERVICES AND STORMWATER DRAINAGE LAYOUT PLAN
ANY TRENCH EXCAVATION/LOCAL EXCAVATION EXCEEDING 1.5m IN DEPTH, AND LESSER ASCERTAIN THAT NO CLASHES WITH SERVICES WILL OCCUR, SCALE 1500
DEPTHS WHERE THE SIDES ARE NOT SEL SUPPORTING, SHALL COMPLY WITH THE RELEVANT — sv.2_ WHERE PROPOSED SERVICES TRAVERSE EXISTING PAVEMENTS, THE PAVEMENT IS TO BE
CONSTRUCTION SAFETY ACTS AND REGULATIONS WHICH REQUIRE THAT THESE TRENCHES SAWZEUT 70 FULLIDERTH PRIOR TOIEXEAVATION. TRENEHESITRAVERSING EXGSTRIG
BE ADEQUATELY SUPPORTED AGAINST COLLAPSE, a +
PAVEMENTS SHALL BE BACKFILLED WITH PAVEMENT MATERIAL (ABOVE SAND BACKFILL)
GE10 ALL WORKS OUTSIDE THE BOUNDARY SHALL BE CARRIED OUT IN ACCORDANCE WITH THE AND COMPACTED, ALL TO THE SATISFACTION OF THE CLIENT'S REPRESENTATIVE.
LOCAL AUTHORITY REQUIREMENTS, THE CONTRACTOR SHALL ARRANGE FOR ALL
$V23_ THE CONTRACTOR SHALL CO-ORDINATE THE LAYING OF SERVICES TO AVOID CLASHES, LAY
NECESSARY ROAD OPENING PERMIT ALL SERVICES TO NOMINATED LEVELS WHERE GIVEN. OTHER SERVICES SHALL BE LAID TO NOOSA COUNCIL
GE11 ALL SURFACES AND SERVICES DAMAGED OR DISTURBED DURING THE PROGRESS OF THE COMPLY WITH MINIMUM COVER REQUIREMENTS. DIFFERENT PARALLEL SERVICES THAT ARE IN
WORK SHALL BE MADE GOOD WITH MATERIALS OF A SIMILAR NATURE TO MATCH EXISTING CLOSE PROXIMITY MAY BE LAID IN A COMMON TRENCH SUBJECT TO APPROVAL OF APPROVED PLAN
CONDITIONS AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CLIENT'S. RELEVANT AUTHORITIES ANO THE CLIENT'S REPRESENTATIVE, WARNING
REPRESENTATIVE. ——
SV24 BACKFILL OF ALL PROPOSED SERVICE TRENCHES UNDER PAVEMENTS AND 500mm. BEYOND
GE12 ON COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND REMOVE EDGE OF PAVEMENT, SHALL BE CLASS A FROM ABOVE THE SERVICE BEDDING MATERIAL TO OPW15/0043 12 MAY 2015 BEWARE OF UNDERGROUND SERVICES
ALL DEBRIS AND RUBBLE OFF SITE TO THE SATISFACTION OF THE CLIENT'S THE UNDERSIDE OF PAVEMENT SUB-BASE. THE LOCATION OF EXISTING UNDERGROUND
REPRESENTATIVE. $V25. TRENCH BACKFILLING UNDERNEATH PAVEMENTS SHALL BE COMPACTED TO THE DENSITY OF Serer peel rion SeeIDIgEoECuEN en
REHABILITATIONwn AT LEAST 97% OF THE STANDARO MAXIMUM DRY DENSITY (A.S.1289]. GUARANTEE IS GIVEN THAT ALL EXISTING
——————— SERVICES ARE SHOWHT
RH3.1. ALL DISTURBED AREAS ARE TO BE LEFT IN A STABLE CONDITION. ALL PLANTINGS WILL
NEED TO BE MAINTAINED THROUGHOUT THE ESTABLISHMENT PHASE AS TO BE DETERMINED PERMANENT MARKERS APPROVAL Ta Te YA
BY THE CLIENT'S REPRESENTATIVE. PM ORIGIN | BEARING | DIST | No ISSUE
— CONSULTANT: INTELARA Pty Ltd os
1-0PM | 1/SP211687 229°40' 24,785 | 158683 CONTACT: JAMES NATION NOT FOR at
13-OPM | 36/SP170295 | 149°45'40"| 40.463 | 52589 TELEPHONE: (07) 3236 1100 CONSTRUCTION APPROVED RPEQ Ni
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