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Development Application part 2 of 2 - Engineering Design Certificate Neighbourds Consent Plans 4 Stevens St Sunrise Beach · OPW10/2029
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Page 2
J
ENGINEERING DESIGN CERTIFICATE
LOCAL AUTHORITY : SUNSHINE COAST REGIONAL COUNCIL
COUNCIL REFERENCE : NONE-SEWER REPLACEMENT
DEVELOPMENT ADDRESS :4 STEVENS STREET, SUNSHINE BEACH
DRAWING NUMBERS : GH1833/10/01 to 03
DEVELOPER : Mr PETER BOYS
To the best of our knowledge and acting in good faith in accordance with the
Institution of Engineers Australia code of ethics, we confirm that the
Engineering design plans listed above have been prepared, within reason, in
accordance with the requirements of the Sunshine Coast Regional Council
operational works and planning policies, accepted Engineering best practice
and current industry standards.
In our opinion, we believe that our company is qualified in the relevant
Engineering fields of expertise and practice to prepare the Engineering design
plans listed above.
In kind, we will not be held liable for any problems or liability issues that arise
as a result of modifications or amendments to our Engineering design plans
that alters the intent of our design that have been requested or directed by
Council, other than as required by the development approval conditions
(special wording only for SCRC-Maroochy).
Signed:..... 1 .... 10 ............
Larry Piggott ;RPEQ 3942
Duly authorised representative
for GREENHAVEN PROJECTS PTY LTD
Professional Indemnity Insurance: Status current
Page 3
Fr 23 July.2i► 10 Mrs P \1'oollarit 8 Stevens Sir'e.et sunshine Reach 4567 To Whom It May Concern. I herehr ,nve permission for Dr Peter Buys to organise removal of the existing seN%er manhole and construct a rrcm, sewer main and manhole, including house connectiow in my property at 8 Stevens Street. Sunshine Beach (Lot 697. RP 481 1 1 ) including an eascawnt to cover saute for Council il'rcquired. I his mill require renmval and replacement of a section of fence at his expense.Excavation %^ ill occur I'rortt his side of the dividing fence; and heavy equipment access mill not be required through m} property. At Be end of construction. I would require the ground surface disturbed by the sewer «orl.5 adjacent to our common houndrv to be compacted. trimmed and turfed at the time. Yours faithfully. t\irs Pat \Voollam
Page 4
PROPOSED SEWER RECONSTRUCT/ON
4 STEVENS STREET, SUNSH/NE BEACH
Lot 671 Lot 6T3
2PL8Pi RPi.e!I!
S^!95t84
--^ lot 676 ~--
1
Lot 697 Lot 699 1
PF<8t!I
SCHEDULE OF DRAWINGS
GH1839l1O/O1 LOCALITY AND SITE PLAN
GH1839/1O/02 DETAIL PLAN
GH1839/10/02 SEWER LONGITUDINAL SECTION A
GREENHAVEN STANDARD SPECIFICATIONS /
Sunshine Coast Regional Council standards and
4:1L STSir'
specifications have precedence over the. following.
S.S.3 GENERAL CONCRETE WORKS SITE PLAN
SSb SEWERAGE Scale 1:1250
CO \STRUCT ION P:^T.1TJ_:L';'-h`,T PLAN tonn-med ass to Te sue S.pe-ur'crwr air d i.lea'^ng marked with a suitable barrier such as bunting tape and star pickets, 9. AIR QUALITY AND DUST CONTROL
ear` e-- ies r.r s mean apart. ed Svs-err The Connector wall lake suer m=ascres necessary to prevent dust nuisance arising from either macmnery movement on Site,
1 . EXISTING SERVICES
The
he :ontrvato- shad osrablish the location, line and level of all public and private uthty heroines pror to <ommencemenl of
7. PROTECTION OF PUBLIC ACCESS mend ac'^on, or a vombinahce o` both These measures may include, but not be limited to, water tankers fated with stay bars.
the Contractor shall prepare traffic parking and pedestrian management plans where construction will impact on traff ic and irrigation o` ground s.irraces, strateoc plawrenl of dust screen fencing, early seeding and tertd^smg of 'root trimmed and
airy a. ons Trcjcfinn Where utility se-vices are shown on the plans, they
d are shown for the Information of the Contractor only
pedestrians. "he plans shall be appropriate for the scale of theprolect and hierarch y cl assification of the read Icpsoiied earthworks areas acct the like
The Principal shall not be liable for any omission of servic es from the plans or the accuracy of any services shown on the
plans The Principal art the Superintendent shall not be liable for any damage caused to any utility services resulting from
These plans shall address the following Minimum Issues 10. HAZARDOUS SUBSTANCE MANAGEMENT
a procedures to minimise disruption to local Irattr, emergency vehicles, pedestrians and cyclists Where substances Mal are rneacdous to the environment are stored on site, such as fuels, oils, poisons, cement and the bhe,
the Contractors eoe(btion of the Contract works
h any traffic management changes they shall ties-aced wdhm ;'enced compound on site A 300mm high edrlh bunt shall be f armed in a •U• shape around the
2. SURFACE LEVELS c how construction s to be isolared from'rathc and pedest Gas Icwer eerie and •wn Ties o' •ie compound Ic serve as a trap in the even) of a spillage or to capture the contents of burst
Su•taee lees owe- the site have been m'erpolated through computer modelling of lied survey data These calculated levels
d address effects of local access to communities ant any adorning busnesses ronra.acrs O9 fuels- oils and the like shall be stared in sealed containers. The edge of the bond shall be sec within 2m of the
riay vary `rvm the actual ground lever at the corresparmrg position on site Where motor narrations occur. they shall be
e notice to Council, ponce and emergency services compound area
^elered'ii the Supemmendent far further consideration where such variation alit cause major problems with constructing
f ensure emergency vehicle access to site's available at all limes 11.LIGHT MANAGEMENT
tire project in accordance with approved plans. or necessitate variations to the Contract price.
g nonce to Inca) mmaiunity, schools, hospitals and local businesses No nigh) lime opeeat.ens are permitted unless approval has peen obtained from the Local Authority.
3. SURVEY REFERENCE h any regwrement for police control
All constriction levels shall he set by the Contractor with reference to surveyed slakes and surveyed bench marks provided
12.NOISE CONTROL
i where sitb-contractors a-e to park and any changes ro existing parking Nu work '..dl :re permuted on the site out side the hours of 7.00am Io b OCpm, Monday to Saturday, excluding Public Holidays,
by the P"irGpal'c apps riled surveyors The Contractor shall protect all survey stations, setout slakes and permanent survey
8. PROTECTION OF EXISTING INFRASTRUCTURE rules: app-omal sus been ob^arred by the Local Authorry Excavations ie rack may require tack hammering, however, blasting
pegs or marks or or adjacent to fhe development site
a Tie Con'rarr soo t bho'ograph and locomen aois-.ng rJ'mlructore or public utility heroics That may be damaged as .talc bee las' rsort arc per.mss...or wool! be obtained from the Local Autho`itv'o-such rank
4. CONTACT DETAILS a re=al' of the rons'-udicr woks Ptiotographs ,rst inc _de dates and shall be made available upon Countifs request
SUPERIN-ENDSNI - Greenhaven Projects - contact details as shown m title Stock of these design plans 13. WASTE MANAGEMENT
b Tne Contractor shall be paole Car any oamaye lu eoistroc mtrastrucfure or public utility services that are actually
A,I waste naterais q-ere-ated on site shall be stored in sudahle bins and containers tilted with suitable lids to exclude
COfITTAEDP - hot yen appointed Contact details 1o be confirmed at prestart meeting damaged as a result of the consrrucnon works rainwater, and ampoec when fuJ by dsposal at a regulated waste disposal tip Burying waste materials on site is not
5. FLORA AND FAUNA Specific infrastructure or public utility services tho' have to be moddied, realigned or changed will be included on the permit ed
There a-a no threatened or endangered fauna species on site Enaineermg design plans
14. EROSION AND SEDIMENT CONTROL (ESOP)
6. CLEARING d Modficat^ons to Electrical, Tetsuo, bas or the like utility services will require liaison and approval from Ike respective
The CSCP tar Iris pro le(I is nctudec r. this design as listed on this drawing,
-he :onha;lar wall comply with any Local Authority and Forestry Department reym.a'mns or regmrements during the dilily service authority.
vegelatici r,ear'^q opera' on All other vegetation shall be chipped for mulch which is ro be spread on site to support e In the event of accidental damage to any existing ut lily ser,rce by the Contractor, fhe Contractor shall organise such
15.RECYCLING (WASTE MINIMISATION)
Cleared inate'ial shalt be Gipped for nut ct as speulied above
siege aticn cr to stabilise earthwork batters Open burning or pd burning will riot be allowed laterlals that cannot be repass and cover all necessary (ohms associated wi-h the damages
chipped for mulch shall be removed from site to a regulated waste disposal liu Any erdusion cones for this piglet' will be
10 5 0 10 20 30 40 50 m
I I
t .1250-A3
CLIENT: MR. P BCYS
Greenhaven Proo^ects
consulting Civil engineers. project managemen services
Dale Amendment
Design: D G K. APPROVED COUNCILREFERENCE.
Drawn: D G.K. PROJECT:. PROPOSED SEWER RECONSTRUCTION
Ply. Ltd, ABN 68 067 110 169 x r,.
P.O. Box 8200, Maroochydore D C QLD 4558 Date 26(0712010 AT: 4 STEVENS STREET, SUNSHINE BEACH Slieel t of 3
LARRY PI - R EQ 3942
Phone(07)54794220 Fax(07)54794228 MEMBER OF THE
THIS PLAN IS COPY PROTECTED BY GREENHAVEN PROJECTS PTY. LTD.
INSTITUTE OF Checked: L.P. DATE. •^^r ^Q LOT 698 ON SP227987 DRAWING No:
MUNICIPAL
u .v ed.mg rerE our 'e en[f'S.
ENGINEERING
AUSTRALIA
Datum: A.N.D. SZE A3 TITLE: LOCALITY AND SITE PLANS GH 1839110/01
Page 5
Evistrng u GUse
CONSTRUCTION METHODOLOGY STATEMENT
Lot 673 NOTE: THE EXISTING SEWER MAIN THAT HAS TO BE REPLACED DOES NOT HAVE ANY
LIVE CONNECTIONS DISCHARGING INTO IT.
Lot 675 RP48111
RP4 8111 1. Conform with the construction management plan on these Engineering design
^6 4 plans
Turf or Existing shed
hydromulch 2. Attend presfart meeting with Unity Water and seta commencement date for
to be removed
construction.
dintrubed ,-Terminate enveloping pipe 1.0 from R.P.
ground areas. 3. Advise neighbouring property owners of the construction commencement date.
boundary to enable HCB to be installed Existing sewer manhole will
4. Complete preparation works including clearing, grubbing and setout, stabilise
have to be exposed, as it is
existing fencing panels where necessary,
10m'i currently not accessible
5. At least one day prior to the commencement of construction, ensure that all
Location and levels plotted
materials necessary to complete construction have been delivered to site. The
from Council records. Prior
^ ,^ materials shall include, but not be limited to the following,-
Zhg_^ to construction confirm
aManhole components including manhole lid & sanded shorts.
Remove existing sewer manhole and exact invert levels and
b. Bedding materials la small quantity of 2000 screenings and geof abric should
construct terminal access chamber Existing to shaft to confirm pipe gradient.
Lot 676 be available at the Contractor's depot in the event that unsuitable material is
1600 dia, Poo Pit) or approved (eve) to be removed
SP 125656 encountered at the base of the trench).
equivalent. Replace existing HCB's c. Enveloping pipe, sewer pipe, jointing materials, spacers and fixing tape.
to serve existing lots.
Remove existing 150m^ - 6. Prior to the commencement date of construction, Install the new sewer main
sewer and replace with inside the enveloping pipe and stack on site in a suitable location to enable
Existing timber lean tc -1500 SN8 uPVC pipe
Lot 1 expedient placement in the excavated trench. Seal off the ends of the pipes with
inside 2500 ductile iron SPW 6184 plastic and duct tape, ready for jointing the next day.
enveloping pipe at new 1. Have on hand a suitable trench de-watering pump including a spare pump in case
levels. it is required. Ensure both pumps are fuelled and in good working order the day
before commencement of construction.
8. Excavate for the proposed sewer manhole and expose the existing sewer
fxstrnggravel^^
pipeline Mark the cut lines.
dr;veway 9. Excavate trench as far as excavator can travel commencing al the downstream
end and install the new sewer pipeline and enveloping pipe guided by the laser in
i 0 MH Exit Assess the need far de-watering and possibility of unsuitable at the
trench base.
Lot 699 10. Utilise a bobcat or similar equipment to temporarily place and stockpile material
Lot 698 RP48111 excavated from the trench, to place bedding material and to assist with
Lot 697
SP227987 1 backfilling trenches to ground level,
RP48111 11. Once the first section of trench has been backfilled, rotate the excavator and
1 trench from the upstream manhole back to meet the newly installed sewer main
and enveloping pipe
1 12. Complete the connection of the new sewer main to the upstream sewer manhole.
13. Backfill the last section of the trench.
16 Pressure test the new sewer pipeline.
15 Complete the new sewer manhole and pressure test, grout annulus between new
sewer pipe and enveloping pipe.
16. Upon approval from Unity Water, remove downstream bung.
17. Remove old sewer pipes from site to a regulated waste facility.
18. Remove surplus spoil from site, reinstate any boundary fences and restore the
existing ground surface.
R.P 8dy
STEVENS STREET
Existing sewer manhote-
SL2657
,124 47
d=210
5 2.5 0 2.5 5 7.5 ltm
1 250-A3
Greenha yen Projects Dale Amendment
Design: D.G.K. APPROVED CLIENT: MR. P BOYS COUNCILREFLR[NCE.
Gi consulting civil engineers project managemen services
Pty Ltd. ABN 68 067 110 169
P.0 Box 8200, hlarooc/Vdore D.C OLD 4558
Phone (07) 5479 4220 Fax (07) 5479 4228 MEMBER OF THE
Drawn:
Date
Checked:
D.G.K.
2 610 712 0 1 0
LARRY PICT
n
PROJECT: PROPOSED SEWER RECONSTRUCTION
AT: 4 STEVENS STREET, SUNSHINE BEACH Sheet 2 of 3
THIS PLAN IS COPY PROTECTED BY GREENHAVEN PROJECTS PTY. LTD
INSTITUTE OF L.P. DATE. LOT 698 ON SP227987 DRAWING Na:
MUNICIPAL
ENGINEERING
IAurUA5 HI rNAME Gw18a9-et-aIarg-DATE 26/irla xREFs AUSTRALIA Datum. A.N.D. SIZE A3 TITLE: DETAIL PLAN GH1839/10/02
Page 6
FS!
PRESSURE TESTING IN ACCORDANCE
WITH MSC STANDARDS
DEPTH RANGE OF SEWER 0 - 3.Om GREATER THAN 3.Om
INITIAL PRESSURE IKpal 35 50
TEST START PRESSURE )Kpa) 30 45
Install 1500 UPVC pipe MAIN SEWER DIAMETER (mm) 150 225 300 375 450
Inside 2500 enveloping
pipe with spacers at MIN. TIME TO DROP S Kpa 3 M'm. 3 Min. 5 Min. 8 M'm. 10 Min.
1.Sm maximum centres
TRENCH DETAIL
N.T.S.
SEWER RETICULATION NOTES
l Unless shown otherwise:-
a. All gravity sewers shall be 150mm diameter uPVC Class SN8 R.J.J. to AS 1260 in
3.Om maximum lengths lu.n.o.l.
E }
s
b. Ductile cement lined (DICE/ pipe incorporated in the sewer pipelines shall be
`a
a o
minimum class DILL Extreme
i E
m a c . Stormwater pipe crossings shall be uPVC Class 12 for full width of crossing
9
a ,R plus 1,5m either side. Spigot ends of Class 12 to be chamfered to provide a
p ^ V smooth transition of flows.
v o
o ^ o d. Sewer mains shall be constructed in accordance with WSA Std. Dwg. Series
am`D SEW-1200.
MANHOLE No.
AND TYPE 2 Minimum pipe grades shall be -
1500 pipe - 1 in 150; 2250 pipe - 1 in 290; 3000 pipe -1 in 420.
3. Where gravity or rising sewer mains conned into existing sewer mains, the contractor
shall verify the designed location and level of the point of connection prior to
commencement of any construction.
4. Bedding material for pipelines to be washed 5mm screenings and
shall be placed in accordance with MSC Std. Dwg. MWD100,
Sewer pipe line bedding shall be compacted to the following denslty-
Existing 150 die, sewer a. Crusher grit ..,...,..90% R.D D. standard compaction
main to be removed.-, b. Sand ......................_....65% density index.
5. Minimum cover to uPVC Class SN8 pipe collars shall be:-
End enveloping pipe 1.Om back a, Allotments and footpaths .....0.9m
*Existing sewer manhole will have to be exposed, as it--I 1 from property boundary to b. Road crossings.... 1.2m or 0-6m if Class 18 uPVC from MH to MH
is currently not accessible. Location and levels enable HCB to be installed.-^
plotted from Council records. Prior to construction .^ Replace existing HCB's
6. Standard sewer alignments are-
confirm exact invert levels and confirm pipe gradient. V to serve existing lots,
a. Side boundary ....._....._ .....................1.Om.
b. Front & rear boundary ...............1.Sm.
End enveloping pipe at
property boundary 7. Sewer manhole construction:-
x-1500 UPV C solvent weld or a. All manholes shall be finished with tops parallel to and approximately 10000
Install HCB for Lot 698. rubber ring jointed sewer above finished ground level.
pipe SN8 inside 2500 ductile b. Cast insitu manholes shall be formed with external formwork.
iron enveloping pipe. Cement c. All manholes shall be properly sealed to prevent ingress of subsoil & surface
grout annulus between pipes. waters.
d. Manholes shall be constructed in accordance with the WSA Std. Dwg. Series
SEW-1300.
e. Backdrops shall be constructed in accordance with WSA Std. Dwg. Series
SEW-1300.
8. House connections:-
DATUM RL 23.0 a. All allotments shall be provided with a house connection unless directed
Lot 698 SP227987 Lot 697 RP48111 otherwise.
Lot 699 RP48111
LOCATION b. House connections shall be 100mm diameter upvc and installed in accordance
with MSC. Std. Dwgs. MWD125 &130.
0150 SN8 PVC
DIAMETER c. House connections on sewer mains greater than 2 Om deep shall be fibreglass
reinforced "sugden" or similar approved type junctions,
0.38. 0.38% House drain Inspection openings shall be installed to 1,5m maximum depth below
GRADE d.
* 262,61 * 262.67
finished ground level.
31.52 31.22 e. House drains shall be extended to a minimum of 1.Om beyond any existing or
LENGTH proposed stormwater pipe crossings.
f. Ends of house drain connections shall be identified by a 2.Om long x 25mm$
DEPTH length of orange conduit placed vertically above pipe end.
INVERT LEVEL 9. Concrete stops are required on grades steeper than 1 in 6 and shall
be placed in accordance with WSAA SEW-1206.
SURFACE LEVEL 10 All connections to existing sewers will be completed by Sunshine Coast Regional Council
at developer's expense.
CHAINAGE
5 2.5 0 5 100 1:250•A3
SEWER LONGITUDINAL SECTION
Scale H 1:250 V 1.50
1 0.5 0 1 2m 1' 50-A3
Amendment APPROVED CLIENT MR. P BOYS COUNCIL REFERENCE.
Greenhayen Prot jects
consulting civil engineers • project managemen services
No Date
Design:
Drawn:
D.G.K.
D.G.K. PROJECT PROPOSED SEWER RECONSTRUCTION
Pty. Ltd. ABN 68 067 110 169
Date: 26107/2010 AT: STEVENS STREET , SUNSHINE BEACH Sheet 3 of 3
P.O. Box 8200, Maroochydore D.C. OLD 4558 LARRY PIGt H r - RPEQ 3942
MEMBER OF THE J
Phone (07) 5479 4220 Fax (07) 5479 4228 Checked- L.P. 7L LOT 698 ON SP227987 DRAWING Na:
INSTITl1TE OF Dare "/• •-^? ••
THIS PLAN IS COPY PROTECTED RY GREENHAVEN PROJECTS PTY. LTD. MUNICIPAL
ENGINEERING Datum. A.H.D. SIZE A3 TITLE: SEWER LONGITUDINAL SECTION G H 1839110103
161;rc(n11'Ii 66666.1H1Pa;-0=s^yn 6a:ed.g-D4'E 266)10 XREFS AUSTRALIA
Used in these records
Development Application part 2 of 2 - Engineering Design Certificate Neighbourds Consent Plans 4 Stevens St Sunrise BeachRelated documentApplication case desk ↗
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