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20220198 3 Delorme St Civil OPW
Attached to the e-mail MCU22/0158, OPW22/0228, RAL22/0022 - Response to Further Advice 9_12_22 - RE_ Information Response - 3 Delorme St Noosa Heads.
Original PDF page 10, section 1. The text section number identifies this passage in the reader.
N PROVIDE NEW KERB ADAPTOR OUTLET
AS PER NSC STD DWG RS-081, CONNECT
100mm uPVC SN10 SW PIPE
LENGTH: 19.2m
PROVIDE NEW 450x450 FIELD INLET PIT
FOR TANK OVERFLOW CONNECTION TO
DRAINAGE NOTES
STORMWATER AND MAKE GOOD. GRADE: 1% HYDRAULIC ENGINEERS SPECIFICATIONS 1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
USIL: 22.48 SL: 22.90 2. ALL ROADWORKSAND DRAINAGE(EXTERNALTO SITE BOUNDARIESAND/ORCOUNCIL
DSIL: 22.28 IL: 22.48 OWNEDDRAINAGEPIPES INTERNALTO THE SITE BOUNDARIES)CONSTRUCTIONAND
TESTING TO BE IN ACCORDANCEWITH NOOSA SHIRE COUNCIL DEVELOPMENT
GUIDELINES, DRAWINGS AND SPECIFICATIONS.
t
3. ALL DRAINAGECONSTRUCTION(PRIVATELYOWNEDDRAINAGELINESINTERNALTO THE
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SITE BOUNDARIES)CONSTRUCTEDAND TESTED TO BE IN ACCORDANCEWITH
RELEVANT AUSTRALIAN STANDARDS.
4. ALL STORMWATERDRAINAGEPIPES INTERNALTO SITE SHALL BE: Ø225 RRJ RCP OR
21.8 149 151 APPROVED EQUIVALENT.
OE RP160425 RP161234 7. ALL STORMWATERPIPES ARE TO BE MANUFACTUREDTO RELEVANTAUSTRALIAN
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OE STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
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22.0
8. STORMWATERDRAINAGEAND STRUCTURESHAVEBEENDESIGNEDFOR OPERATIONAL
OE 22.0 PROPOSED 3000L ATTENUATION TANK. LOADSONLY.CONTRACTORTO CONSIDERCONSTRUCTIONLOADINGSAND ENSURENO
CONNECTION TO ROOF DRAINAGE AND EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
OE STORMWATER OUTLET TO HYDRAULIC 9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER
t
OE 22.2
ENGINEERS SPECIFICATION. DRAINAGE WHERE CONNECTING ON TO EXISTING.
TPIT
W
EP
10. CONTRACTORTO NOTIFY THE SUPERINTENDENTOF ANY UNSUITABLEFOUNDING
22.2
OE / / / / / / / / / MATERIALWITHIN DRAINAGETRENCH OR STORMWATERSTRUCTURESAND AWAIT
OE DIRECTION PRIOR TO LAYING OF PIPES.
OE 11. ALL STORMWATERGRATES/LIDSWITHIN TRAFFICABLEAREAS TO BE CLASS "D" IN
OE
SW
ACCORDANCE WITH AS3996.
SW
SW
SW
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OE
SW
SW
/
22.4
12. ALL GRATESAND LIDS SHALL SIT FLAT WITH ITS SURROUNDAND NOT BE LOOSEOR
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MOVE UNDER WHEEL LOADS.
13. ALL STORMWATERSTRUCTURES TO BE CONSTRUCTEDIN ACCORDANCEWITH
OE PROJECTSPECIFICATION,AND LOCAL AUTHORITYGUIDELINESAND SPECIFICATIONS.
22.6 WHERE STRUCTURESEXCEED MAXIMUM DEPTH AS IDENTIFIEDWITHIN STANDARD
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FFL 23.00
OE
DRAWINGSTHE CONTRACTORWILL ENSUREAN ADEQUATESTRUCTURALDESIGNIS
/
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UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
GARAGE 14. CONTRACTORTO ENSUREALL MANHOLESTRUCTURESCOMPLYWITH THE MAXIMUM
FFL 23.00 DEPTH SPECIFIED IN THE PROJECT SPECIFICATIONOR LOCAL AUTHORITYFROM
22.8
FINISHEDSURFACELEVELTO UNDERSIDEOF ROOFSLAB.ANY NON CONFORMANCEIS
S
UNIT 2
t
TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
/
W
FFL 23.02 SWIMMING 15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
23. ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY STANDARD
23.0
0 POOL
FFL 22.90 DRAWINGSAND SPECIFICATIONS.FOOTPATHSTO BE CONSTRUCTEDWITH MAXIMUM
t OE
153 2.5% CROSSFALL.SHOULDCONSTRUCTEDFOOTPATHSEXCEED2.5% CROSSFALL,THE
S
CONTRACTORWILLBE REQUIREDTO RECTIFYBY REMOVINGANDREPLACINGAT THEIR
DELORME ST
23.2 RP161234
COST.
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23.2
16. CONCRETEFOOTPATHTO BE 100mmTHICKN32 WITHSL72MESHIN ACCORDANCEWITH
23.4 NSC STD DWG RS-065, AS1679 AND AS3600 UNO
/
23.4 17. THE CONTRACTORIS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE
CONDUITSIN VERGEPRIORTO COMMENCINGWORKS.THE SUPERINTENDANT IS TO BE
S
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23.4 NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY.
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23.6 18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE
OE
REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
23.6 19. REMOVE ANY REDUNDANTDRAINAGE OUTLETS FROM THE KERB AND CHANNEL
INCLUDINGANY ASSOCIATEDPIPEWORKACROSSTHE FOOTWAYAND REINSTATETHE
S
23.6
KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCEWITH COUNCIL
t
/
GUIDELINES.
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8
23. PROPOSED SPREADER 20. ROADBASEMATERIALSHOULDBE PLACEDIN LAYERSAT LEAST75 MM THICKBUT NOT
SWIMMING EXCEEDING150 MM IN THICKNESS,AND COMPACTEDTO A MINIMUMDENSITYOF 95%
23.8
UNIT 1 POOL OF THE MAXIMUMDRY DENSITYAS DETERMINEDIN ACCORDANCEWITH AUSTRALIAN
S
FFL 24.02 FFL 23.90 STANDARD AS1289.6.2.
t
E
21. CONTRACTORTO UNDERTAKEROADWORKSTESTINGIN ACCORDANCEWITH NOOSA
/
GARAGE
O
24.0
W
FFL 24.00 SHIRE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
24.0
22. INTERNALCONCRETETO BE 125MMTHICK(EXCLUDINGFINISHEDTREATMENTS)N32 IN
PROVIDE NEW KERB ADAPTOR FFL 24.00 ACCORDANCEWITHAS1379AND AS3600.SL72 MESHMIN 50MMTOP COVERTO AS1304.
S>
OUTLET AS PER NSC STD DWG MIN 100MM BASE COURSE WHERE SUBGRADECBR <=6. LOCATIONAND TYPE OF
INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS
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24.2
RS-081, CONNECT STORMWATER
SPECIFICATION.
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AND MAKE GOOD. 24.2
>
NIC
24
OE
24.4
/
SW
SW
>S
SW
SW
SW
SW
LEGEND:
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24.4
> > > > > > > > > > > > > > >
W
/ / > > > > > > > > > >
/ / /
24
.6
/ / / / PROPOSED BOUNDARY
/ /
ADJACENT BOUNDARY
S
24.6
t
40.5 EXISTING MAJOR CONTOUR
W
24.8
OE
EXISTING MINOR CONTOUR
147
154
24.8
RP160425 EXISTING FENCE
RP161234
S
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EXISTING BUILDING
W
25.0 25.0
EXISTING KERB AND CHANNEL
OE EXISTING ELECTRICITY
100mm uPVC SN10 SW PIPE PROVIDE NEW 450x450 FIELD INLET PIT PROPOSED 3000L ATTENUATION TANK. PROPOSED 200mm WIDE
LENGTH: 21.4m FOR TANK OVERFLOW CONNECTION TO CONNECTION TO ROOF DRAINAGE AND [email protected]% t t EXISTING TELSTRA
GRADE: 0.5% HYDRAULIC ENGINEERS SPECIFICATIONS STORMWATER OUTLET TO HYDRAULIC
USIL: 23.71 SL: 23.90 ENGINEERS SPECIFICATION.
W W EXSTING WATER
DSIL: 23.60 IL: 23.71
S S EXISTING SEWER
EXISTING STORMWATER MANHOLE
EXISTING WATER FIRE HYDRANT
EXISTING WATER METER
EXISTING SEWER CHAMBER
EXISTING TREE
EXISTING TREE TO BE REMOVED
40.5 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED RETAINING WALL
PROPOSED STORMWATER PIPE
> > > PROPOSED CONCRETE
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
TITLE: STATUS:
CAPITAL PRUDENTIAL
STORMWATER LAYOUT FOR APPROVAL
3 DELORME STREET, NOOSA HEADS
© ABN 89 647 469 707 JARO BAULEKA PLAN NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 20693
01 26/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE:
NOOSA HEADS, QLD 4567
REV DATE DESCRIPTION DWN CHK APP DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
+61 7 5211 1003
1:100 DATE: 26/08/22 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220198 A1 01
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