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APPROVED Plans - APPROVED Plans - 4 Stevens St Sunrise Beach · OPW10/2029
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| PROPOSED SEWER RECONSTRUCTION 4 STEVENS STREET, SUNSHINE BEACH Streep STEVENS EENIE CREEK ROAD my | | \ \ OQ S.S.3. GENERAL CONCRETE WORKS ss S.S.6 SEWERAGE : : mm : 3 \ “ Scale'1:1250 This is ah app , accompanying the | | LOCALITY PLAN \3 \ < |_decision notice made on the above date. ! Not to Scale v4 \ \ - ook confirmed on site by site Superintendent and clearing marked with a suitable barrier such as bunting tape and star pickets, 9. AIR QUALITY AND DUST CONTROL —— es —7— | | | SITE OF WORKS 4 STEVENS STREET SUNSHINE BEACH Lot 675 K | . South | | RPGBIT © ‘ d | 7 | gr \ Pacific 3 N £8 Ey} - +| Lot 676 4 2g 2 Ocean SP125656 6 on s 9 g | | | gs g §° Lot 697 S | RGB I ais On; Soller Sani Sa | \ \oo\ wre \ \oy\ RP4IT \ | lor? \ Leese sp 1066s \ \ \ iol Lot 699 \ RPLAIIT tot i STEVENS STREET —-——--— SCHEDULE OF DRAWINGS GH1839/10/01 GH1839/10/02 GH1839/10/02 LOCALITY AND SITE PLAN DETAIL PLAN SEWER LONGITUDINAL SECTION | & NNING ACT a SCHEME ‘ : om oe \ GREENHAVEN STANDARD SPECIFICATIONS Sunshine Coast Regional Council standards and specifications have precedence over the following. MARGOC APPROVED BY & HY PLANNING HINE COAST R 1, COUNCIL 12 AUG 2010 [ | a | Jopw 102029 SITE PLAN ~ CONSTRUCTION MANAGEMENT PLAN 1. EXISTING SERVICES The Contractor shall establish the location, line and level of all public and private utility services prior to commencement of any construction, Where utility services are shown on the plans, they are shown for the information of the Contractor only The Principal shall not be liable for any omission of services from the plans or the accuracy of any services shown on the plans. The Principal and the Superintendent shall not be liable for any damage caused to any utility services resulting from the Contractors execution of the Contract works. 2. SURFACE LEVELS Surface levels over the site have been interpolated through computer modelling of field survey data. These calculated levels may vary from the actual ground level at the corresponding position on site Where major variations occur, they shall be referred to the Superintendent for further consideration where such variation will cause major problems with constructing the project in accordance with approved plans, or necessitate variations to the Contract price 3. SURVEY REFERENCE All construction levels shall be set by the Contractor with reference to surveyed stakes and surveyed bench marks provided by the Principal's appointed surveyors. The Contractor shall protect all survey stations, setout stakes and permanent survey pegs or marks on or adjacent to the development site barrier mesh or similar approved system . PROTECTION OF PUBLIC ACCESS The Contractor shall prepare traffic, parking and pedestrian management plans where construction will impact on traffic and pedestrians. The plans shall be appropriate for the scale of the project and hierarchy classification of the road These plans shall address the following minimum issues:~ procedures to minimise disruption to local traffic, emergency vehicles, pedestrians and cyclists a b any traffic management changes ¢ how construction is to be isolated from traffic and pedestrians dé. address effects of local access to communities and any adjoining businesses. e. notice to Council, police and emergency services f. ensure emergency vehicle access to site is available at all times. g. notice to local community, schools, hospitals and local businesses h any requirement for police control i where sub-contractors are to park and any changes to existing parking 8. PROTECTION OF EXISTING INFRASTRUCTURE. The Contractor shall photograph and document existing infrastructure or public utility services that may be damaged as a a result of the construction works. Photographs shall include dates and shall be made available upon Council’s request The Contractor shall take such measures necessary to prevent dust nuisance arising from either machinery movement on site, wind action, or a combination of both ‘These measures may include, but not be limited to, water tankers fitted with spray bars, irrigation of ground surfaces, strategic placement of dust screen fencing, early seeding and fertilising of final trimmed and topsoiled earthworks areas, and the like. HAZARDOUS SUBSTANCE MANAGEMENT. Where substances that are hazardous fo the environment are stored on site, such as fuels, oils, poisons, cement and the like, they shall be stored within a fenced compound on site. A 300mm high earth bund shall be formed in a “U” shape around the lower edge and two sides of the compound to serve as a trap in the event of a spillage or to capture the contents of burst containers. All fuels, oils and the like shall be stored in sealed containers. The edge of the bund shall be set within 2m of the 10. compound area 11. LIGHT MANAGEMENT No night time operations are permitted unless approval has been obtained from the Local Authority 12. NOISE CONTROL No work will be permitted on the site outside the hours of 7.00am to 6.00pm, Monday to Saturday, excluding Public Holidays, unless approval has been obtained by the Local Authority Excavations in rock may require jack hammering, however, blasting would be a last resort and permission would be obtained from the Local Authority for such work 13. WASTE MANAGEMENT. All waste materials generated on site shall be stored in suitable bins and containers, fitted with suitable lids to exclude 4. CONTACT DETAILS SS = Greenhaven Projects - contact details as shown in title block of these design plans ». The Contractor shall be liable for any damage to existing infrastructure or public utility services that are actually 5 SORRAND CRON Sentech de}als te Be-contiensd at prestart nesting damaged /asiairesullvaf thareansicuction wots: rainwater, and emptied when full by disposal at a regulated waste disposal tip. Burying waste materials on site is not . FLORA AND FAUNA Specific infrastructure or public utility services that have to be modified, realigned or changed will be included on the rit ted. There are no threatened or endangered fauna species on site Engineering design plans 4. EROSION AND SEDIMENT CONTROL (ESCP 6, CLEARING d. Modifications to Electrical, Telstra, Gas or the like utility services will require liaison and approval from the respective “EROSION AND SEDIMENT CONTROL (ESCP). Se ror ih MENT i Fs eibied The Contractor shall comply with any Local Authority and Forestry Department regulations or requirements during the utility service authority. he ESCP for this project is included in this design as listed on this drawing, vegetation clearing operation. All other vegetation shall be chipped for mulch which is to be spread on site to support @ in the event of accidental damage to any existing utllity service by the Contractor, the Contractor shall organise such 15. RECYCLING (WASTE MINIMISATION vegetation or to stabilise earthwork batters. Open burning or pit burning will not be allowed. Materials that cannot be repairs and cover all necessary costs associated with the damages. Cleared material shall be chipped for mulch as specified above chipped for mulch shall be removed from site to a regulated waste disposal tip. Any exclusion zones for this project will be 5 0 1 ©2030 4 SO m Cd 4: 1250-A3 Greenha ven - TO, jects = eseleluies Design: D.G.K. APPROVED CLIENT: MR. P BOYS COUNCIL REFERENCE: sonata tl arabeerss proc reannoamentseotons Drawn: D.G.K. a? . PROJECT: PROPOSED SEWER RECONSTRUCTION 7 Fopne ton sine 4200 Rak (On| Save daee. — gaan Pate; O70. | GARRY. riggd “RPEG 3042 | AT: 4 STEVENS STREET, SUNSHINE BEACH Sheet 1 of 3 THIS PLAN IS COPY PROTECTED BY GREENHAVEN PROJECTS PTY. LTD. | Municipal Checked: L.P. vate: LAOS ME. LOT 698 ON SP227987 DRAWING No: raUTOCAD FLENAME GHTE39-Design Bose dwg - DATE _267170_[ REF SRUSTRALIAS Datum: AHO SIZE A3 title: LOCALITY AND SITE PLANS GH1839/10/01
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Page 2
CONSTRUCTION METHODOLOGY STATEMENT
NOTE: THE EXISTING SEWER MAIN THAT HAS TO BE REPLACED DOES NOT HAVE ANY
LIVE CONNECTIONS DISCHARGING INTO IT.
A N
3) eee Existing house ——
i ~ . Lot 673
Lot 675 aa RP4BIN
RP48IN aN eet
\ 25 L
Turf or %~_ Existing shed ~~
{ | /hydromulch to ane tee
1. Conform with the construction management plan on these Engineering design
plans
2. Attend prestart meeting with Unity Water and set a commencement date for
. . . construction.
Terminate enveloping pipe 1.0 from RP. ss . 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.
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
1.25.10 be 15 from Council records. Prior materials shall include, but not be limited to the following:-
poe — 5 __£ 1500 Sewer 1. 24.98, to construction confirm a. Manhole components including manhole lid & sanded shorts,
exact invert levels and b. Bedding materials (a small quantity of 20mm screenings and geofabric should
confirm pipe gradient, be available at the Contractor's depot in the event that unsuitable material is
encountered at the base of the trench).
c. Enveloping pipe, sewer pipe, jointing materials, spacers and fixing tape.
6. Prior to the commencement date of construction, install the new sewer main
inside the enveloping pipe and stack on site in a suitable location to enable
Lot? expedient placement in the excavated trench. Seal off the ends of the pipes with
SP 106184 plastic and duct tape, ready for jointing the next day.
7, Have on hand a suitable trench de-watering pump including a spare pump in case
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
pipeline, Mark the cut lines.
9. Excavate trench as far as excavator can travel commencing at the downstream
end and install the new sewer pipeline and enveloping pipe guided by the laser in
MH Ex/1, Assess the need for de-watering and possibility of unsuitable at the
trench base.
10. Utilise a bobcat or similar equipment to temporarily place and stockpile material
excavated from the trench, to place bedding material and to assist with
backfilling trenches to ground level.
|. Once the first section of trench has been backfilled, rotate the excavator and
trench from the upstream manhole back to meet the newly installed sewer main
and enveloping pipe.
12. Complete the connection of the new sewer main to the upstream sewer manhole.
13. Backfill the last section of the trench.
14. 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
yo existing ground surface.
\/] distrubed i
_/~-ground areas. ano
sn
Remove existing sewer manhole and
construct terminal access chamber
(600 dia., Poo Pit) or approved
equivalent. Replace existing HCB’s
to serve existing lots. ~. SN
Remove existing 150% —
JL sewer and replace with |
Existing timber lean to. 4
~ 150 SN8 uPVC pipe
DS ppenp a shaft to ground
level to be removed
Lot 676
SP125656
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inside 250¢ ductile iron
enveloping pipe at new
levels. a
Existing gravel ——|
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RP. Bdy
RP. Bdy
Lot 699
Lot 698 RP48111
a SP227987
RP48111
INING ACT
CHEME
ial, COUNCIL
RP. Bdy
opw 102029 12 AUG 2010
STEVENS STREET
Existing sewer manhole ————
$.L.26.57
11.24.47 4 Ci
d=21m
we
ee 4 5 25 ° 25 5 1S 10m
a we SuSE CEE OSES OOS eN ee Se
1: 250-A3
consulting civil engineers project managemenfservices
g~ —[— —— Design: D.G.K. APPROVED CLIENT: MR. P BOYS COUNCIL REFERENCE:
Pty, Ltd. ABN 68 067 110 169 Drawn: D.G.K. Mgt oe. PROJECT: PROPOSED SEWER RECONSTRUCTION -
P.O. Box 8200, Maroochydore D.C. GED $558 — Dates = -ceier2010 RR aa at: 4 STEVENS STREET, SUNSHINE BEACH Sheet 2 of 3
Phone (07) 5479 4220 Fax (07) 5479 4228 MEMBER OF THE / Ig
THIS PLAN IS COPY PROTECTED BY GREENHAVEN PROJECTS PTY.LTD. | “MuNIcIPaL Sheckedy: LP vate: & Af =... LOT 698 ON SP227987 DRAWING No:
ENGINEERING Datum; AHD. SIZE A3 tite: DETAIL PLAN GH1839/10/02
|AUTOCAD FILENAME ; GH1839-01-03 dwg - DATE: 26/7/10 [ xREF's: AUSTRALIA,
Page 3
F.SL
PRESSURE TESTING IN ACCORDANCE
WITH MSC STANDARDS
Compacted backfill DEPTH RANGE OF SEWER 0 - 3.0m GREATER THAN 3.0m
INITIAL PRESSURE (Kpa) 35 50
TEST START PRESSURE (Kpa) 30 45
Install 150 UPVC pipe
inside 250% enveloping —™™_] 100mm MAIN SEWER DIAMETER (mm) 150 | 225 | 300 | 375 | 450
pipe with spacers at MIN. TIME TO DROP 5 Kpa 3 Min.] 3 Min.| 5 Min,| 8 Min.| 10 Min]
1.5m maximum centres
a Smm screenings
TRENCH DETAIL
N.T.S. SEWER RETICULATION NOTES
1, Unless shown otherwise:-
a. All gravity sewers shall be 150mm diameter uPVC Class SN8 R.J.J. to AS 1260 in
s s 3.0m maximum lengths (u.n.o.).
iB e.= b. Ductile cement lined (DICL) pipe incorporated in the sewer pipelines shall be
& q ess minimum class DICL Extreme
& g £E&eé c. Stormwater pipe crossings shall be uPVC Class 12 for full width of crossing
aw gy B56 G plus 1.5m either side. Spigot ends of Class 12 to be chamfered to provide a
ey gag gus th ti iti f fli
ss s/& & g az smoo Transition o ows,
&B gs ees d. Sewer mains shall be constructed in accordance with WSA Std, Dwg, Series
= Se SEW-1200.
MANHOLE No. A) a8 Y)
AND TYPE L as 4 2. Minimum pipe grades shall be:-
1509 pipe - 1 in 150; 225¢ pipe - 1in 290; 300% pipe - 1in 420.
3, Where gravity or rising sewer mains connect into existing sewer mains, the contractor
shall verify the designed location and level of the point of connection prior to
commencement of any construction. .
a 1 4. Bedding material for pipelines to be washed Smm screenings and Susana ble.
shall be placed in accordance with MSC. Std. Dwg. MWD100
Sewer pipe line bedding shall be compacted to the following densitysrp 0
Existing sewer manhole will have to be exposed, as it————|
is currently not accessible. Location and levels
plotted from Council records. Prior to construction
confirm exact invert levels and confirm pipe gradient.
a
1
i Existing 150 dia, sewer a, Crusher grit 90% R.D.D. standard compaction, 1 4 al Ont
| main to be = Bo Santina 5% density index. APPROY dAL COUNCIL
\
\
' 5. Minimum cover to uPVC Class SN8 pipe collars shall be:- ,
{ End enveloping pipe 1.0m back a. Allotments and footpaths ..... 0.9m. OPW 10 202 9 12 AUG 2010
\
from property boundary to
enable HCB to be installed. |
i
b. Road crossings... 1.2m or 0.6m if Class 18 uPVC from MH to MH
i
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1
\
\
1
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'
1
1
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Replaceiexlsting HEB. 6. Standard sewer alignments are:-
—— to serve existing lots , a. Side boundary
b. Front & rear boundary
1.0m.
cc
\ [end enveloping pipe at |
property boundary. 7. Sewer manhole construction:-
Install HCB for Lot 698, 150@ UPVC solvent weld or a. All manholes shall be finished with tops parallel to and approximately 100mm
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 Ri 23.0 a. All allotments shall be provided with a house connection unless directed
Lot 699 RP4BIIT Lot 698 SP227987 Lot 697 RP48111 otherwise.
LOCATION b. House connections shall be 100mm diameter upvc and installed in accordance
#150 sus pve with MSC, Std, Dwgs. MWD125 8130.
DIAMETER c. House connections on sewer mains greater than 2.0m deep shall be fibreglass
. reinforced “sugden” or similar approved type junctions.
GRADE eater Ra d. House drain inspection openings shall be installed to 15m maximum depth below
finished ground level.
LENGTH 3152 322. e, House drains shall be extended to a minimum of 1.0m beyond any existing or
proposed stormwater pipe crossings.
DEPTH 8 8 8 f. Ends of house drain connections shall be identified by a 2.0m long x 25mm®
7 length of orange conduit placed vertically above pipe end.
8 s 8
INVERT LEVEL S g 6 9. Concrete stops are required on grades steeper than 1in 6 and shall
s = es be placed in accordance with WSAA SEW-1206.
SURFACE LEVEL S S red
8 8 8 10. All connections to existing sewers will be completed by Sunshine Coast Regional Council
g od é at developer's expense.
CHAINAGE. = x ai
q
SEWER LONGITUDINAL SECTION 5 25 0 5 10m 1:250-A3
Scale H 1:250 V 1:50 Ce
1 05 0 1 2m 1: 50-A3
Gre eenha ves Pro, (ects Noy Dale Amendment Design: D.G.K. APPROVED CLIENT: MR, P BOYS COUNCIL REFERENCE:
Sonsulig ive enoineda broods gnegeronteenvioes Drawn: D.G.K LEE: prosect: PROPOSED SEWER RECONSTRUCTION :
P.O. Box 8200, Maroochydore D.C. QLD 4558 Date: 26/07/2010 | | sepy pick ee caries : Sheet 3 of
Phone (07) 5479 4220 Fax (07) 5479 4228 MEMBER OF THE / LARRY Pl “RREQ 3942 | AT; STEVENS STREET, SUNSHINE BEACH ee! of 3
THIS PLAN IS COPY PROTECTED BY GREENHAVEN PROJECTS PTY.LTD. | MUNICIPAL Checked: LP, pate: FH GS fF ov LOT 698 ON SP227987 DRAWING No:
AUTOCAD FLENAME. GHIO39-Design Base dwg - DATE _76/170_] XRF eNUSTRALIA Datum: A.D. size A3 title: SEWER LONGITUDINAL SECTION GH1839/10/03
I AUSTRALIA.
Used in these records
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