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Response to Information Request MCU16/0117 & OPW16/0212
Subject: MCU16/0117 & OPW16/0212 - Response to Information Request - 11 Opal St Cooroy From: Marcus Brennan Date: 2016-12-07T11:00:07+00:00 To: Mailbox Council Mail MCU16/0117 & OPW16/0212 - Response to Information Request - 11 Opal St Cooroy Dear Glen, I refer to Council’s Information Request issued 31 October 2016 in relation to the above-mentioned application. In accordance with s278 of the Sustainable Planning Act 2009, we herby provide a response to the request. Don’t hesitate to contact me should you have any further queries. Regards, [cid:[email protected]] [Attachment: Reponse to Information Request.pdf] Date: 7 December 2016 Our Ref: DA16014 Council Ref:MCU16/0117 The Chief Executive Officer Noosa Council, PO BOX 141 TEWANTIN QLD 4565 Attention: Glen Conforti Via Email ([email protected]) Dear Glen, RE: Proposed Material Change of Use for Multiple Housing (Type 4 Conventional) and associated Operational Works at 11 Opal Street, Cooroy described as Lot 1 on SP248165. I refer to Council’s Information Request issued 31 October 2016 in relation to the above-mentioned application. In accordance with s278 of the Sustainable Planning Act 2009, we herby provide a response to the item raised in the request. A detailed response to the issues raised is outlined below: Issue 1 Response 1. Please refer to the attached architectural plans that provide further details about the height, size and design of each building. Two designs of been prepared and the design has been duplicated for each street frontage. As discussed on the telephone, should the building design slightly vary, depending on which removal houses become available, a ‘generally in accordance’ request will be lodged seeking Council’s consent for the amended design. 2. Given the proposed buildings occupy the same areas as what was indicated on the submitted landscape plan, it is considered that there is no need for an amended landscape plan to be prepared. [OCR of page images] Noosa Town Planning Date: 7 December 2016 Our Ref: DA16014 Council Ref:MCU16/0117 The Chief Executive Officer Noosa Council, PO BOX 141 TEWANTIN QLD 4565 Attention: Glen Conforti Via Email ([email protected]) Dear Glen, RE: Proposed Material Change of Use for Multiple Housing (Type 4 Conventional) and associated Operational Works at 11 Opal Street, Cooroy described as Lot 1 on $P248165. | refer to Council's Information Request issued 31 October 2016 in relation to the above-mentioned application. In accordance with s278 of the Sustainable Planning Act 2009, we herby provide a response to the item raised in the request. A detailed response to the issues raised is outlined below: Issue 1 Issue — Architectural Plans No architectural plans have been provided. It is difficult to assess the application without an indication of building size, design and other key Planning Scheme parameters. Information Required 1 Please provide architectural plans for the development. Indicative plans (site plan, upper and lower levels) would be acceptable providing they were sufficient to assess the key Planning Scheme parameters. Council notes the logistics of using removal houses. 2 Provide revised landscaping plans to reflect the architectural plans. Response 1. Please refer to the attached architectural plans that provide further details about the height, size and design of each building. Two designs of been prepared and the design has been duplicated for each street frontage. As discussed on the telephone, should the building design slightly vary, depending on which removal houses become available, a ‘generally in accordance’ request will be lodged seeking Council's consent for the amended design. 2. Given the proposed buildings occupy the same areas as what was indicated on the submitted landscape plan, it is considered that there is no need for an amended landscape plan to be prepared.
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Section 2
Section 3
Issue 2 Response An increased setback of 2.5m has been provided western boundary as illustrated on the attached architectural plans, This setback is considered to be sufficient to ensure that dense landscaping can be provided between the boundary to maintain adequate privacy and amenity for the future residents. Issue 3 Response It is not considered that a specialist acoustic report is necessary in this circumstance. There numerous instances throughout centre areas in Noosa Shire where residential dwellings have been established adjacent to commercial areas and noise reports have not been required to consider their potential impact. It is also noted that an existing approval for 6 multiple dwelling units remains current and did not require a noise report to be submitted. The proposed development will include noise mitigating measures such as an acoustic fence along the western boundary and will provide limited openings to habitable windows on the western elevations. We would be happy for a 1.8m high acoustic fence to be conditioned in this regard. It is also considered that future residents of the development will also be completely aware that there is a commercial venue on the adjacent parcel of land. [OCR of page images] Noosa Town Planning Issue 2 Issue - Setbacks The western units are adjacent to outdoor and service areas of a commercial premise. In this regard, the proposed setback is considered not to be sufficient separation between a commercial and residential use. Information Required 3 Please provide a greater setback to the western boundary to that proposed. Response An increased setback of 2.5m has been provided western boundary as illustrated on the attached architectural plans, This setback is considered to be sufficient to ensure that dense landscaping can be provided between the boundary to maintain adequate privacy and amenity for the future residents. Issue 3 Issue - Noise The proposed westem units have the potential to be affected by noise emanating from the neighbouring commercial premises. Concems are raised, particularly given that some services (air conditioning, refuse etc.) and an outdoor area are located adjacent and the proposed residential use is inconsistent in the zone. Information Required 4 Please provide an acoustic report with recommendations which address noise resulting from the operation of the neighbouring commercial premises on the proposal. Response It is not considered that a specialist acoustic report is necessary in this circumstance. There numerous instances throughout centre areas in Noosa Shire where residential dwellings have been established adjacent to commercial areas and noise reports have not been required to consider their potential impact. It is also noted that an existing approval for 6 multiple dwelling units remains current and did not require a noise report to be submitted. The proposed development will include noise mitigating measures such as an acoustic fence along the western boundary and will provide limited openings to habitable windows on the western elevations. We would be happy for a 1.8m high acoustic fence to be conditioned in this regard. It is also considered that future residents of the development will also be completely aware that there is a commercial venue on the adjacent parcel of land.
Section 4
Section 5
Issue 4 Response Please refer to the attached engineering plans that have been revised to include detention ranks. Issue 5 [OCR of page images] Noosa Town Planning Issue 4 Issue - Stormwater Disposal The development of the site has a significant roof/hard stand area and will increase stormwater runoff from the site. The submitted design plans do not include any measures to restrict runoff to the pre-developed conditions. Information Required 5 Provide amended engineering plans that include features to ensure that there is no net increase in runoff from the site from the pre-developed conditions. Response Please refer to the attached engineering plans that have been revised to include detention ranks. Issue 5 Issue - External Works, Traffic, Access & Parking Opal Street In an effort to have no loss of on-street parking the proposed works include modifications to the existing island and extending the on-street parking to the east to create a new space. It is understood that the proposed works were designed to address comments in the pre- lodgement meeting. It is Council’s preference that no changes are made to the existing island and formation due to potential issues with the existing stormwater system (Council and private) and the potential impacts on the adjoining residence due to headlights. This will result in the loss of 2 on-street parking spaces. There appears to be sufficient space within the site to provide spaces sufficient to compensate for any loss. Diamond Lane The development of the site will increase traffic movements along Diamond Lane and the applicant is required to provide improvements. The improvements will consist of frontage works to address drainage and a passing opportunity similar to that applied to the adjoining development. The passing opportunity can be co-located with the proposed access driveway. Parking The submitted plans indicate that each future building will include a 6m wide (double) garage but no architectural plans have been provided. The plans also include 2 visitor spaces located parallel to the access driveway between the units. The applicant must demonstrate the proposed carparking is functional and in accordance with the relevant standards. Information Required 6 Provide amended plans that indicate no change to the formation in Opal Street excluding any necessary line marking changes. 7 Provide amended plans that indicate the necessary improvements in Diamond Lane. The works must include any features to address stormwater drainage and a passing
Section 6
Section 7
Response
Please refer to the attached engineering plans that have been revised to address the
above items.
This response represents our complete response to the Information Request and we
look forward to Council’s decision in relation to the application. In the mean time,
should you have any further queries, do not hesitate to contact us via email or on
0423952928.
Yours faithfully,
Marcus Brennan
B. Urb. Reg. Plan, M.P.I.A
[OCR of page images]
Noosa Town Planning
bay located centrally on the site. The passing bay must have a minimum width of
5.5m, effective length of 10m and an overall length of 18m.
8 Provide amended plans that:
(a) provide for the number of spaces on-site as required by the Planning
Scheme and also compensate for any loss of on-street parking
(b) demonstrate that the proposed garaging and carspaces are in accordance
with AS/NZS2890.1:2004 with sufficient area for vehicles to access the site
and space in a forward gear, manoeuvre from the space and exit the site in a
forward gear in a total of 3 movements. The plans must include the
dimensions of garages, spaces and aisles together with swept path
diagrams.
Response
Please refer to the attached engineering plans that have been revised to address the
above items.
This response represents our complete response to the Information Request and we
look forward to Council's decision in relation to the application. In the mean time,
should you have any further queries, do not hesitate to contact us via email or on
0423952928.
Yours faithfully,
Marcus Brennan
B. Urb. Reg. Plan, M.P.I.A
Section 8
[Attachment: Architectural Plans.pdf]
SITE PLAN
PROPOSED RESIDENCES
T.ROSSITER & S.MURPHY
LOT 1 OPAL STREET
COOROY
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A1 A
[OCR of page images]
LANE
STREET
BM:
2M: NAILIN BiTing
RE-109.09 i
DIAMOND
OPAL
FOR PLANNING APPLICATION ONLY
SITE PLAN f\
SCALE 1:200 me — SITE PLAN :
Zz oct PROPOSED RESIDENCES c
” cent: T.ROSSITER & SMMURPHY a
PROPERTY DESCRIPTION aopress: LOT 1 OPAL STREET mE ESTO “ORE
COOROY DRAWN: JM
LOT 10N SP 248165 SCALE:
AREA : 1536 SQM, a - a a DRAWING NO.
oehead - building design # drafting EI - ooo lLigINo.724170 ic.una apg actibs] 161006 —A1|A
Section 9
Section 10
FLOOR PLANS - TYPE A
PROPOSED RESIDENCES
T.ROSSITER & S.MURPHY
LOT 1 OPAL STREET
COOROY
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A2 A
[OCR of page images]
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UPPER FLOOR PLAN
SCALE 1:100
FLOOR AREA : 89.6 SQM
DECK AREA : 13.6 SQM
SW
09, 18
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4
!
GARAGE !
|
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21.48
PLD
GROUND FLOOR PLAN
SCALE 1:100
FLOOR AREA : 70.5 SQM
FOR PLANNING APPLICATION ONLY
me FLOOR PLANS - TYPE A
eroxct. PROPOSED RESIDENCES
cut: ~T.ROSSITER & SMURPHY
aooress: LOT 1 OPAL STREET
COOROY
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216
REV.
DESCRIPTION.
DATE
DRAWN: JM
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SCALE:
DRAWING NO.
INO.724170 ic.undd aad Act. 1199] 161 006 —A2
Section 11
Section 12
ELEVATION A ELEVATION B
ELEVATION C ELEVATION D
ELEVATIONS - TYPE A
PROPOSED RESIDENCES
T.ROSSITER & S.MURPHY
LOT 1 OPAL STREET
COOROY
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A3 A
[OCR of page images]
aA lliliil| tite.
ELEVATION A ELEVATION B
pei
ELEVATION C ELEVATION D
FOR PLANNING APPLICATION ONLY
TLE ELEVATIONS - TYPE A
PROJECT. - PROPOSED RESIDENCES
CUNT » T.ROSSITER & S.MURPHY A | ORIGNAL SSUE AWG
aooress: LOT 1 OPAL STREET REV DESCRPTION :
COOROY DRAWN: JM
SCALE:
im Z Sooo a NN ono Fie DRAWING No.
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Section 13
Section 14
FLOOR PLANS - TYPE B
PROPOSED RESIDENCES
T.ROSSITER & S.MURPHY
LOT 1 OPAL STREET
COOROY
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A4 A
[OCR of page images]
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UPPER FLOOR PLAN 2 GROUND FLOOR PLAN
SCALE 1:100 > SCALE 1:100
FLOOR AREA : 95.3 SQM FLOOR AREA : 74.2 SQM
PATIO AREA : 16.2 SQM
FOR PLANNING APPLICATION ONLY
me FLOOR PLANS - TYPE B
proect: PROPOSED RESIDENCES
cunt: T.ROSSITER & S.MURPHY ORIGINAL ISSUE DN
apres: LOT 1 OPAL STREET REV] DESCRPTION. DATE
COOROY
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Section 15
Section 16
ELEVATION A ELEVATION B
ELEVATION C ELEVATION D
ELEVATIONS - TYPE B
PROPOSED RESIDENCES
T.ROSSITER & S.MURPHY
LOT 1 OPAL STREET
COOROY
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A5 A
[OCR of page images]
ELEVATION A
ELEVATION C
ELEVATION B
ELEVATION D
FOR PLANNING APPLICATION ONLY
me ELEVATIONS - TYPE B
proect: PROPOSED RESIDENCES
cent: T.ROSSITER & SMMURPHY
aopress: LOT 1 OPAL STREET
COOROY
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Section 17
[Attachment: Amended Engineering Plans.pdf]
LINDSAY CONSULTING PTY
LTD
GARAGE 1000lt Slimline water tanks.
Outlet to drain to centre 300 GARAGE
FSL 109.10 pipe
FSL 109.10
8000 Min Passing length
1000lt Slimline water tanks.
Outlet to drain to centre 300
00
pipe
9.
10
.40
PL
PL 8
1 0 10
0 9.
10 0 8.7 PL
8.70 L1 8.60PL
PL PL 10 P P L 1 0
108
10 PL PL .4
09. 10 1 08. 108. 0
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0
00
PL
9.
10
10
9.
PL
00
GARAGE GARAGE
FSL 109.10 FSL 109.10
1000lt Slimline water tanks.
Outlet to drain to centre 300
pipe
PL 9.50
[OCR of page images]
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+ LINDSAY CONSULTING (i,
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1 NO. VISITOR + +
CARPARK 3
mm 5.L 3.0 oN g a ss + LINDSAY CONSULTING PTY LTD AND IS FOR
3600 _ 1400 2 “mM xX 2.0m = g is THE SOLE USE OF THE CLIENT. NO PART
Ro Z x g + Zz MAY BE USED IN PART OR WHOLE WITHOUT
, = g = = PRIOR EXPRESS WRITTEN CONSENT OF
TAPER (TYP) g 6000 ES x 6000 ec LINDSAY CONSULTING PTY LTD
a 2 ao
& s le IENT AND PROJECT DES: 0}
GARAGE som sioemucmes, |* | GARAGE DRIVEWAY CROSSOVER IN | SUENT AND PROJECT DESCRIPTION
FSL 109.10 re FSL 109.10 ACCURDANCE WITH T ROSSITER & S MURPHY
3 + + RS-049 AND RS-050 PROPOSED RESIDENCES
5 W S Oat to tan to centre 304 LOT 1 (SP248165) OPAL ST
2 90 DP 90 DP v S 90 DP
D> z @ COOROY
& DJ Q S
R A) xY
& By
a ¢ 109 1
§ “0 450 pvc 225 PVC 4 Ply 408-718 DRAWING TITLE
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8 a 28.9
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Gxisting tebe drain
+ Exsiting caer GARAGE GARAGE
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+
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LL ie ervey & + 7%
90 DP 90 DP 90 DP 90 DP :
+ ASSOCIATED CONSULTANTS
4 L 4 + L
+ 20 mm Arris Tr
NOTES [ 120) / -pavenect Level \
CONSULTANTS DRAWINGS AND SPECFICATONS, ca — ’
2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES IN THE CONTRACT EI A R N | wire
DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER, - a _—— LEG EN D NG
DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!!
CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS
AND LEVELS PRIOR TO CONSTRUCTION.
ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE
BUILDING CODE OF AUSTRALIA (INCLUDING THE QUEENSLAND SUPPLEMENT), THE
QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND THE LOCAL
AUTHORITY'S BY-LAWS.
THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR
TO COMMENCEMENT OF WORKS.
ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO
BE uPVC CLASS ‘SH
SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS
AND SATISFACTORY MAINTENANCE IS COMPLETED.
ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S
DECISION NOTICE-DEVELOPMENT PERMIT.
CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S
STANDARD DRAWING NO, 01-75 AND SHALL BE CONSTRUCTED STRICTLY IN
ACCORDANCE WITH COUNCIL STANDARD DRAWING NO. 01-15F.
ALL TEMPORARY & PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY.
WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MU.T.C.D).
EXISTING LINE MARKING SHALL BE REMOVED BY GRINDING NOT“BLACKING OUT”,
COUNCIL DOES NOT APPROVE OF BLACKING QUT OF EXISTING LINE MARKING,
KERB MARKERS SHALL BE PROVIDED FOR ALL WATER, TELSTRA AND ANY
OTHER SERVICE CONDUIT ROAD CROSSINGS AS APPLICABLE
t
SL72 fabric (central)
TYPICAL DRIVEWAY KERB DETAIL
20 x 40 Joint sealant
Danley Key joint
with R12 dowels at 300 CRS
Bolster cut slab (3w x 30d)
Fill joint to 3mm. below surface
with Fosroc Expandite Thioflex 600g
or similar.
—j—
TYPICAL KEY JOINT DETAIL
Cut every second wire
directly under joint and
depress fabric locally.
‘SAW CUTS (USING A SOFT CUT SAW) SHALL
BE INSTALLED WITHIN & HOURS OF CONCRETE
PLACEMENT (WHEN AVERAGE AMBIENT
TEMPERATURE EXCEEDS 32° THIS TIME
‘SHALL BE REDUCED TO 4 HOURS}
TYPICAL SAW CUT JOINT DETAIL
PL 9.50 Proposed Pavement Level (refer detail)
Existing contours
Key Joint
Saw Joint
600 X 600 GRATED INLET PIT
THE CONTRACTOR SHALL CONFIRM THE
LOCATION OF ALL EXISTING SERVICES ON
AND EXTERIOR TO THE SITE INCLUDING
WATER MAINS, SEWER MAINS, GAS MAINS
TELECOMMUNICA TIC CABLES, ELECTRICAL
CABLES, AND STORMWATER PIPES. ANY
DAMAGE TO EXISTING SERV! SHALL BE
REPAIRED AT THE SE
NUE REVISION LIST
ENGINEER MUST BE NOTIFIED OF ‘A TORIGINAL ISSUE 15/9/2016
CHANGES TO DESIGN PLANS. IF B_| AMENDED 01/12/16
NOT, AS CONSTRUCTED DRAWINGS
WILL NOT BE ISSUED.
www.1100.com.au TD Tp DWG
aE RE TE
16-0604-C1 1/B
Section 18
Section 19
PROPERTY BOUNDARY PUA . 3 % Pavenjent crossfall Existing open drain 250 wide x 300 dee EXISTING PAVEMENT WIDTH | concrete edge to vad 300 CUTBACK N32 concrete OF EXISTING AC PAVEMENT 4 Se Footpath to be grade we [te match existing nd. i > a <= a 200 MM Zz =) oO a 25mm A.C. SURFACING > 100mm BASE COURSE GRAVEL (TYPE 2.2) - 150mm SUB BASE COURSE GRAVEL (TYPE 2.4) WW oO a a TYPICAL PAVEMENT WIDENING CROSS SECTION Project 11 OPAL STREET, COOROY Comments Rainfall Calculations Total Site Area 1536 sqm Limiting runoff from Site (Dia 450) 999 m3/sec (999 voids this check) ARR Intensity Calculation Data - As obtained from BOM IFD program Pavement area to Detention Tank 0 sqm Input Data Storage in bio-retention basins 0 cbm Duration Roof Area into Detention Tank 300 sqm ARI thr [12 hr [72 hr Site Area 1536 sqm 2 49.7 10.5 3.44 Travel length 50 m 50 94 25.8 9.13 Site Slope 0.01 Surface Roughness 0.013 iSkewness 0.13} Map 7 Land Description L L/M/D Geographical Factor (F2) 4.39] Map 8& Soil Permeability L High/Medium/Low (H/M/L) (Geographical Factor (F50) 17.57| Map 9 L ==> Light cover bushland, or poor grass cover, or low density pasture, or low cover bare fallows M-==> Medium Density Bush, or good grass cover, or high density pasture, or zero tilling cropping H==> Dense Bushland Un-Developed Fraction Impervious 0.45 From Fig. 4.05.1 in QUDM (2007) Developed Fraction Impervious 0.85 From Fig. 4.05.1 in QUDM (2007) One Hr rainfall Intensity for Q10 70.99084 mm/hr Calculated Travel Time 3 Min Must equal time selected for intensity Adopted Storm Time 3 min Detention Tank Provided 4000 It Return interval (ARI) 2 5 10 20 50 100 Intensity (for Return Interval) 122.13 156.17 195.69 218.86 250.48 292.27 324.42 | I I ] I I C10 value 0.790 0.870 0.790 0.870 0.790 0.870 0.790 0.870 0.790 0.870 0.790 0.870 0.790 0.870 Fy Factor 0.800 0.800 0.850 0.850 0.950 0.950 1.000 1.000 1.050 1.050 1.150 1.150 1.200 1.200 Cy 0.632 0.696 0.672 0.740 0.751 0.827 0.790 0.870 0.830 0.914 0.909 1.001 0.948 1.044 Q (m3/sec) 0.033 0.036 0.045 0.049 0.063 0.069 0.074 0.081 0.089 0.098 0.113 0.125 0.131 0.145 Total Rainfall for event (m3) 9 13 15 18 23 27 Total Non-Worsening Volume for Storm (m3) 1 2 2 2 3 3 Roof Area Runoff for Storm (m3) 1 2 2 3 4 5 LINDSAY CONSULTING 2 CLA OFF, 20/82 PA THIS DRAWING REMAIN HE PROPERTY OF LINDSAY CONSULTING PTY LTD AND IS FOR THE SOLE USE OF THE CLIENT. NO PART MAY BE USED IN PART OR WHOLE WITHOUT PRIOR EXPRESS WRITTEN CONSENT OF LINDSAY CONSULTING PTY LTD CLIENT AND PROJECT DESCRIPTION T ROSSITER & S MURPHY PROPOSED RESIDENCES LOT 1 (SP248165) OPAL ST COOROY DRAWING TITLE CIVIL WORKS FRONTAGE WORKS SCALES SURVEY DATUM ASSOCIATED CONSULTANTS REVISION LIST > ORIGINAL ISSUE 15/9/2016 ‘AMENDED OV 12/16 fompuler Flle 160604FP.DWG DRAWING NUMBER ‘SHEET | REV. 16-0604-C2 2|B
Section 20
Section 21
OPEN CONCRETE BLOCKS
SEDIMENT AND EROSION
CONTROL DETAILS
ALL EROSION AND SEDIMENT IN ACCORDANCE WITH IN ACCORDANCE WITH
WITH MAROON BOOK MANUAL FOR EROSION AND SEDIMENT CONTROL
UNDISTURBED AREA
GRAVEL FILTER
SANDBAG OVERLAP
ONTO KERB
4.0m MIN.
GEOTEXTILE
_- STAKES.
FILTER FABRIQ._
RUNOFF WATER
WITH SEDIMENT
or
ROP
RR
600mm (NOM) GAP
BETWEEN SAND BAGS
GEOTEXTILE
ACT AS SPILLWAY
THREE LAYERS OF
SANDBAGS WITH ENDS
OVERLAPPED.
DOWN STREAM GULLY PROTECTION DETAILS
NOT TO SCALE
purieo Faric §=— "| Ware? «FILTER FABRI
GEOTEXTILE INLET FILTER
GEOTEXTILE INLET FILTER CONSTRUCTION NOTES
1, FABRICATE A SEDIMENT BARRIER FROM GEOTEXTILE.
2. FOLLOW DETAIL FOR SEDIMENT FENCE FOR GEOFABRIC
INSTALLATION. REDUCE PICKET SPACINGS TO 1m CENTRES.
BURY THE TOP OF THE PLASTIC 3. DO NOT COVER THE INLET WITH GEOTEXTILE UNLESS THE
IN TRENCH MIN 300mm DEEP. DESIGN IS ADEQUATE TO ALLOW FOR ALL WATERS TO
STAPLE AT 150mm CENTRES. BYPASS IT.
COMPACT SOIL OVER’ BLANKET
CENTRELINE SECTION AT POINTS “A aa
FILL TRENCH WITH SOIL —
AND COMPACT
OVERLAP—BURY UPPER END OF
LOWER BLANKET AS IN “A”. OVERLAP
END OF TOP BLANKET 300mm AND
STAPLE AT 150 CRS.
jam FLOW
STAPLES: 8 GAUGE
(4mm) WIRE
Geotextle fabri, —~
Bidum U34 or similar
Unbound pavement material (gravel) to Grading
B, Table 9 of QT Specification MRS11.05,
exclude material finer than sieve 2.36mm
a
Runoff from pad directed to sediment trap
anne / PORARY NTRY, NT_TI
* Not to Scale
CATTLE GRID 3.0m NOM WIDTH
Se OND OF SET 300mm ABOVE GROUND
AT GRO Oe CONSTRUCTION SITE
GEOFABRIC FABRIC, BIDIM A34
STAPLE OUTSIDE EDGES OR SIMILAR
AT 300mm CRS.
a
e
RUNOFF TO BE DIRECTED TO A SEDIMENT TRAP,
REFER STANDARD DRAWING D—0041.
TEMPORARY ENTRY/EXIT
CLEAN/DIRTY DIVERSION DRAINS
DIVERSION DRAIN CONSTRUCTION NOTES
. REMOVE ANY ROCKS, CLODS, STICKS OR GRASS FROM THE SURFACE BEFORE LAYING PLASTIC.
ENSURE THAT TOPSOIL IS AT LEAST 75mm DEEP.
ENSURE PLASTIC WILL BE CONTINUOUSLY IN CONTACT WITH THE SOIL BY GRADING THE SURFACE
CAREFULLY FIRST.
LAY FABRIC IN "SHINGLE FASHION”, WITH THE END OF EACH UPSTREAM ROLL OVERLAPPING THOSE
DOWNSTREAM. ENSURE EACH ROLL IS ANCHORED PROPERLY AT ITS UPSLOPE END.
ENSURE FULL WIDTH OF FLOW CHANNEL IS COVERED BY THE PLASTIC.
TEMPORARY ENTRY/EXIT CONSTRUCTION NOTES
STRIP THE TOPSOIL, LEVEL THE SITE AND COMPACT THE SUBGRADE.
COVER THE AREA WITH NEEDLE-PUNCHED GEOTEXTILE.
. CONSTRUCTION A 200mm THICK PAD OVER THE GEOTEXTILE USING ROAD BASE OR 30mm.
} ENSURE THE STRUCTURE IS AT LEAST 15m LONG OR TO BUILDING ALIGNMENT AND AT
LEAST 3m_WIDE.
. WHERE SEDIMENT FENCE JOINS ONTO THE STABILISED ACCESS, CONSTRUCTION A HUMP OR
GRATE IN THE STABILISED ACCESS TO DIVERT WATER TO THE SEDIMENT FENCE.
x ows
o aus
a
O
WH Gi
ET
re v
INL
RAl
STAKES DRIVEN INTO GROUND —
DISTURBED
AREA
vi»
Vv Vv
1.5m TIMBER STAKES
‘AT MAX 2.5m CENTRES
NV DIRECTION OF’ FLO}
HOLD IN PLACE
WITH SAND BAGS
GEOTEXTILE FILTER SOCK
FILLED WITH 25MM GRAVEL
KERB INLET PIT SEDIMENT BARRIER
1.5m TIMBER STAKES
AT MAX 2.5m CENTRES
‘SELF—SUPPORTING
GEOTEXTILE
ON SOIL, 150mm x 100mm
TRENCH WITH COMPACTED
BACKFILL AND ON ROCK, SET
INTO SURFACE CONCRETE
SECTION DETAIL
KERB INLET PIT SEDIMENT BARRIER
CONSTRUCTION NOTES
1
FABRICATE A SLEEVE FROM GEOTEXTILE OR WIRE MESH
LONGER THAN THE LENGTH OF THE INLET PIT AND FILL
WITH 25mm TO 50mm GRAVEL.
FORM AN ELLIPTICAL CROSS-SECIRCUITION APPROX. 150mm
HIGH, 400mm WIDE.
PLACE THE FILTER AT OPENING LEAVING AT LEAST
100mm BETWEEN KERB INLET AND SLEEVE. MAINTAIN
OPENING WITH SPACER BLOCKS.
FORM A SEAL WITH KERB TO PREVENT SEDIMENT
BYPASS.
SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR
THE MESH OR GEOTEXTILE PROVIDED THEY ARE PLACED
SO THAT THEY FIRMLY ABUT EACH OTHER AND.
SEDIMENT LADEN WATERS CANNOT PASS BETWEEN.
SEDIMENT FENCE
NOTE: POINTS @ AT SAME
ELEVATION:
—
SEDIMENT FENCES
Sediment Fence installed across the contour
— uncontoured concentration of flow should be avoided
NOT TO REGULAR SCALE
SEDIMENT FENCE CONSTRUCTION NOTES
1. _ CONSTRUCTION SEDIMENT FENCES AS CLOSE AS
POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THE
SITE, BUT WITH SMALL RETURNS. THE CATCHMENT AREA
SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF
CONCENTRATED AT ONE POINT.
2. CUT A 150—mm DEEP TRENCH ALONG THE UPSLOPE
LINE OF THE FENCE FOR THE BOTTOM OF THE FABRIC TO
BE — ENTRENCHED.
3. DRIVE TIMBER STAKES INTO GROUND AT 2.5m.
INTERVALS (MAX) AT THE DOWNSLOPE EDGE OF THE TRENCH.
4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE
SIDE OF THE POSTS ENSURING IT GOES TO THE BASE OF
THE TRENCH. FIX THE GEOTEXTILE WITH WIRE RECOMMENDED
BY THE MANUFACTURER. THE USE OF SHADE CLOTH FOR
THIS PURPOSE IS NOT SATISFACTORY.
5. JOIN SECTIONS OF THE FABRIC AT A SUPPORT POST
WITH A 150mm OVERLAP.
6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC
AND COMPACT IT THOROUGHLY OVER THE GEOTEXTILE.
PIY
LINDSAY CONSULTING 2
CLI
REO 4928.
OFF. 26/82 PARKER ATREET, MARDOGAYDORE PH 54 792 118
THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES
LOT 1 (SP248165) OPAL ST
COOROY
DRAWING TITLE
EROSION CONTROL
SCALES
Orig, 1200
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
A
ORIGINAL ISSUE 15/9/2016
B_| AMENDED O12 16
(Computer File
160604FP.DWG
DRAWING NUMBER SHEET] REV.
16-0604-C3 3|B
Section 22
Section 23
SEDIMENT AND EROSION
CONTROL DETAILS
GRATE TO BE GEOFABRIC
WRAPPED.
EARTH BUND CONSTRUCTION NOTES
1. BUILD WITH GRADIENTS BETWEEN 1 PERCENT AND 5 PERCENT.
2. AVOID REMOVING TREES AND SHRUBS IF POSSIBLE — WORK AROUND THEM.
3. ENSURE THE STRUCTURES ARE FREE OF PROJECTIONS OR OTHER IRREGULARITIES THAT COULD IMPEDE
WATER FLOW.
3. BUILD THE DRAINS WITH CIRCULAR, PARABOLIC OR TRAPEZOIDAL CROSS SECTIONS, NOT V SHAPED.
KERB INLET PROTECTION 4. ENSURE THE BANKS ARE PROPERLY COMPACTED TO PREVENT FAILURE.
eg 5. COMPLETE PERMANENT OR TEMPORARY STABILISATION WITHIN 10 DAYS OF CONSTRUCTION.
ROLL OF NETTING FILLED
WITH 50 TO 70mm GRAVEL.
DIRECTION OF FLOW ~~ er,
RAPED SEDIMENT Tr:
TURF STRIPS a
CHANNEL STABILISATION
AS REQUIRED
. GRADE 0.25%
Max. GRADE 0.75%
MUST HAVE A STABILISED OUTLET.
TURF FLARES TO MAYBE USED AS CONTOUR DRAINS
RESTRICT SCOURING
ALONG TURF EDGE \
TURF. STRIP.
BEHIND KERB __ CAN BE CONSTRUCTED WITH
GRADIENT OF DRAIN OR WITHOUT CHANNEL
1% to 5% ALL BATTER GRADES
DIRECTION 2(H):1(V) MAX.
OF FLOW /
SY
L_____2 metres. min,
NOTE: ONLY TO BE _USED_AS_ TEMPORARY BANK
WHERE MAXIMUM UPSLOPE LENGTH IS 80 METRES.
EARTH BUND CUT OFF DRAIN
road surface
GRASSED FILTER STRIPS
NOT TO REGULAR SCALE
STORMWATER TREATMENT DETAILS
SEDIMENT FLOCCULATION
The job of a flocculent is to effectively break down the dominance of the clay particles that contain a residual negative eleCIRCUITro—magnetic charge and thus allowing individual particles
fo be drawn together and settle under gravity.
METHOD OF APPLICATION
Large sediment basins such as the one this site, require that the gypsum is mixed into a slurry with water and then sprayed over the surface of the turbid water in the sediment
basin. It Is essential that the gypsum Is spread evenly over the entire surface for efficient treatment of the turbid water.
Generally the gypsum should be applied at a rate of about 32 kgm per 100 cublc metres of detained turbid water, as per the adjacent table. The above dosing rate for the site
should be calibrated after the first two storm events to assess the actual flocculent application rate and settling time required for the site.
The final application rate should be sufficiently high to permit adequate sediment sediment flocculation (less than 50 NTU) and basin dewatering within two days (48 hours) from the
conclusion of each storm event, whilst maintaining other required water quallty criteria such as pH (6.5 — 8.5) and dissolved oxygen (>80%).
METHOD OF TESTING THE STORMWATER
The stormwater detained in the sediment basin will be tested at a suitable location that will be decided upon at the site. The sample should be taken at a location that has adequate
access so no sediment is resuspended while the testing is being conducted.
The stormwater detained in the sediment basin will be tested with the TPS 90-FLT water quality logger. The TPS 90-FLT unit samples and records the dissolved oxygen, conductivity,
pH, turbldity and temperature of the stormwater. For further detalls and specifications on the TPS 90-FLT please refer to Appendix B.
If the TPS 90-FLT unit is not present a practical field test that approximates the required 50 NTU level is to fill a clear plastic or glass 65mm diameter soft drink bottle with the
water and then hold it up to the light. If seeing clearly through the sample is not possible, then the sample is probably above the 50 NTU level.
METHOD OF DEWATERING
The sediment basin can be dewatered as soon as the water quality criteria met (refer table below). A pump is to be used to dacant the basin with a floating inlet to prevent the
settled sediments from being removed from the basin. The pumping must cease prior to the settled sediments being drawn into the intake pipe, if is essential that materials from
the sediment layer are not discharged In the pumping process.
STORMWATER DISCHARGE QUALITY CRITERIA
ACCEPTABLE TSS ACCEPTABLE PH DISSOLVED 0,
50mg/L 65 - 85 > 80%
SEDIMENT BASIN FLOCCULENT APPLICATION
AGENT INDICATIVE DOSAGE COMMENTS PRECAUTIONS & CONSTRAINTS MIN. REQD. ON SITE
GYPSUM 32kg/100cub.m LITTLE PH CHANGE, SLIGHT INCREASE IN | NEEDS TO BE SPREAD EVENLY ACROSS POND. | 260 kgm
SALINITY CAN CAUSE SCUM DEPOSITS IN EQUIPMENT.
NOTE: NOTIFY ENGINEER TO CONFIRM DOSAGES & APPLICATION PRIOR TO USE.
TRAPPED SEDIMENT
TURF STRIPS
ZOTIG.
RRQ
SINS
TYPICAL GRASS FILTER STRIP DETAIL
N.T.S.
SURFACE ROUGHENING
‘SPILLWAY
150 MM MIN. 450 MM MIN.
—i
|
ROCK TRENCHED 200 MM INTO GROUND
SPACING OF CHECK DAMS ALONG CENTRELINE
AND SCOUR PROTECTION BELOW EACH CHECK
DAM TO BE SPECIFIED ON SWMP/ESCP
ROCK CHECK DAM
ROCK CHECK DAM CONSTRUCTION NOTES
1. CHECK DAMS CAN BE BUILT WITH VARIOUS MATERIALS, INCLUDING ROCKS, LOGS, SANDBAGS AND STRAW BALES. THE
MAINTENANCE PROGRAM SHOULD ENSURE THEIR INTEGRITY IS RETAINED, ESPECIALLY WHERE CONSTRUCTED WITH STRAW
BALES. IN THE CASE OF BALES, THIS MIGHT REQUIRE THEIR REPLACEMENT EVERY TWO TO FOUR MONTHS.
2. TRENCH THE CHECK DAM 200 MM INTO THE GROUND ACROSS ITS WHOLE WIDTH. WHERE ROCK IS USED, FILL THE
TRENCHES TO AT LEAST 100 MM ABOVE THE GROUND SURFACE TO REDUCE THE RISK OF UNDERCUTTING.
3. NORMALLY, THEIR MAXIMUM HEIGHT SHOULD NOT EXCEED 600 MM ABOVE THE GULLY FLOOR. THE CENTRE SHOULD
ACTING AS A SPILLWAY, BEING AT LEAST 150 MM LOWER THAN THE OUTER EDGES.
4, SPACE THE DAMS SO THE TOE OF THE UPSTREAM DAM IS LEVEL WITH THE SPILLWAY OF THE NEXT DOWNSTREAM
DAM.
STABILISE. STOCKPILE
EARTH BANK anh) PURFACE
<8
SEDIMENT FENCE
TOPSOIL STOCKPILE
TOPSOIL STOCKPILE CONSTRUCTION NOTES
. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION, CONCENTRATED
WATER FLOW, ROADS AND HAZARD AREAS.
CONSTRUCTION ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.
WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.
WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVED
ESCP OR SWMP TO REDUCE THE C-FACIRCUITOR TO LESS THAN 0.10.
CONSTRUCTION EARTH BANKS (STANDARD DRAWING 5-5) ON THE UPSLOPE SIDE TO DIVERT WATER AROUND
STOCKPILES AND SEDIMENT FENCES (STANDARD DRAWING 6-8) 1 TO 2 METRES DOWNSLOPE.
aeN >
s
PIY
LINDSAY CONSULTING 2
CLI
REO 4928.
OFF. 26/82 PARKER ATREET, MARDOGAYDORE PH 54 792 118
THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES
LOT 1 (SP248165) OPAL ST
COOROY
DRAWING TITLE
EROSION CONTROL
SCALES
Orig, 1200
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
A
ORIGINAL ISSUE 15/9/2016
B_| AMENDED O12 16
(Computer File
160604FP.DWG
DRAWING NUMBER SHEET] REV.
16-0604-C4 47B
Section 24
Section 25
EROSION AND SEDIMENTATION MANAGEMENT PLAN ENVIRONMENTAL DIARY Corman
Sediment Control Weekly Visual Inspection or After Rainfall Event
Project:— Operational Works — PROPOSED RESIDENCES
Principal:— T ROSSITER & S MURPHY LINDSAY CONSULTING PTY LTD AND IS FOR
Contractor:— THE SOLE USE OF THE CLIENT. NO PART
Objective Comply with all statutory regulations and maintain erosion and sedimentation . MAY BE USED IN PART OR WHOLE WITHOUT
> s throughout the duration of construction. Comply with the intent of oro ene te OPAL ST, COOROY reUINDSAY CONSULTINGETY Lr "
the sedimentation management plan shown on sheet 29 of the drawings
prepared by Noel Covey & Associates, and other measures as deemed Dae (1 Regular Monitoring (Weekly) seeoesIILR & S MURDINY
necessary to control erosion and minimise sediment transport Approx Time:-_____am/pm [1 Special Event Monitoring (briefly describe event) PROPOSED RESIDENCES
Management Strategy mwater land s and flows resulting 7
rom construction, and pro ant fe , rock filter dams, turf strips, Item cote condition Corrective Corrective Action Taken LOT 1 (SP248165) OPAL ST
stormwater pit entry filters, and other measures as shown on the plan or as Monitored Measure y £ Required (Describe) COOROY
deemed necessary to prevent uncontrolled stormwater flows over unprotected Installed U
areas, and avoid sediment transport to waterways and stormwater pit
Tasks and Actions Erect sediment barriers as shown on sheet 29 of the drawings, and at other Sediment DRAWING TITLE
Required locations as deemed necessary by visual inspection. Temporary rock filter CONSTRUCTION MANAGEMENT
dams are to be placed at all concentrated stormwater flow outlet locations
and maintained with fresh filter screenings throughout the duration of Rock
construction. All earthworks areas to be topsoiled and seeded or puter
hydromulched upon completion of profili All footpath areas to be SCALES
provided with a minimum 4m wide turf strip behind kerb and channel
immediately after path area construction and topsoil profiling is Stormwater
Performance Indicators ipdeted., gp Strategically place filters around all stormwater pits Outlets 0 ? l, 6 8m
. check for erosion and sediment flows at base of all
embankme Catchpit Orig 1200
exposed areas after rain; Areas
. check that rock filter dams are working during rain periods;
. check that all sediment fences and other erosion control
mechanisms are Pavement Areas SURVEY DATUM
working during rain periods; and
Monitoring Site FoPLFAn NS HIPIRETDHESEMIGRES GOVGTSsdBicBltae UbFerbHM Reeds:
kly basis and after every rainfall event. Any damaged Bottom of ASSOCIATED CONSULTANTS
trol item is to be rectified, and trapped silt removed and Embankment
deposited in an area not prone to erosion.
Responsible Person Site Foreman to be responsible for all inspections and maintenance of sediment Humeceptors/
control measures Gross Pollutant
Traps
Reporting Site Foreman is to complete the Environmental Diary for sediment control on a
weekly basis as a minimum, but also after every significant rainfall event or
other sp | event affecting the sediment control measures. The Detention Basin
Environmental Diary shall be completed and delivered to the Superintendent for
record -and-andit—purp ith—eaeh—progress—ctai—for_the—eonstrietior res
Corrective Actions The Site Foreman to arrange for installation of additional sediment Other
controls and/or improve maintenance controls and replacement of
nings to filter dams as required, and report on measures taken Any Special Comments:—
in_ the Environmental Diary. Signed:—
REVISION LIST
‘A [ORIGINAL ISSUE 15/9/2016
B_[ AMENDED 01712716
{Computer File
160604FP.DWG
DRAWING NUMBER SHEET] REV.
16-0604-C5 5 |B
Section 26
Section 27
CONSTRUCTION MANAGEMENT PLAN
LINDSAY CONSULTING 17
CLI
REO 4928.
CONSTRUCTION MANAGEMENT PLAN DIARY
Weekly Visual Inspection or After Rainfall Event
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES
LOT 1 (SP248165) OPAL ST
COOROY
Project:- Operational Works — PROPOSED RESIDENCES
Principal:- T ROSSITER & S MURPHY
Contractor:—
Location:— LOT 1 (SP248165) OPAL ST, COOROY
Job Ref. No: 160604 Council File Ref. No.
Date:- [1 Regular Monitoring (Weekly)
Approx Time:~ am/pm [1 Special Event Monitoring (briefly describe event)
DRAWING TITLE
Performance trem Performance Indicator
Indicators
1. Vegetation No disturbance of soil below retained vegetation due to construction activities.
2. Hours of Work No work conducted outside specified hours without satisfactory evidence of measures
taken to suppress noise and other emissions / dust.
3. Lighting No resident's complaints regarding construction security lighting.
P garding y lighting
4. Existing Roads No abutting public roads contain soil, gravel, clay or other such materials originating
from onsite construction activities.
5. Signage No observed or reported incidents due to inadequacy or obsence of signage or other
control mensures.
6. Waste Control No complaints from local residents and site is kept tidy at all time
No occurrence of illegal dumping onsite and all materials where possible have been
7. Waste Minimisation
appropriately recycled.
8. Dangerous Goods No spillage or seepage of dangerous goods stored onsite.
9. Erosion & Sedimentation No visible signs of sediment laden waters leaving the site.
10. Traffic Management No works ore carried out without implementation of the approved Traffic Management
Plan.
11. Existing Infrastructure No unplanned damage to existing utilities and infrastructure.
12. Non Conformances All non confermances have been reported ond rectified
The site foreman is to monitor the performance of all construction activities and any departure from the Construction
Monitoring Management Plan control measures is to be immediately rectified.
Responsible The site foreman is to be responsible for all inspections and maintenance of the Construction Management Plan.
Person
The site foreman is to complete the Construction Management Plan Diary (including Environmental Diary for sediment
control) on a weekly basis os a minimum, but also after every significant rainfall event (which causes site runoff) or
other special event affecting the site or any watercourses traversing the site. The Construction Management Plan Diary
Reporting lin conjunction with the Environmental Diary) shall be completed and delivered to the Superintendent for record and audit
purposes with each progress claim for the construction works.
Corrective The site foreman is to arrange all corrective actions, controls and rectification activities, and report on all measures
Actions
taken in the Construction Management Plan Diary.
bote control Condition Corrective Action Corrective Action Taken
Item Monitored eons Acceptable Required CONSTRUCTION MANAGEMENT
Measure Installed quire (Describe)
v U
Retained Vegetation
SCALES
Air Emissions
ve 0 2 & 6 8m
| l ! l J
Security Lighting Orig 1:200
Vibrations
SURVEY DATUM
Existing Utilities, Roads & Drainage Infrastructure
Construction Traffic &@ Parking ASSOCIATED CONSULTANTS
Waste Minimisation & Recycling
Erosion & Sedimentation Control (Environmental Diary!
Other
Item Monitored
Any Special Comments:-
REVISION LIST
‘A [ORIGINAL ISSUE 1579/2016
Signed:- B_[ AMENDED 01712716
{Computer File
160604FP.DWG
DRAWING NUMBER SHEET] REV.
16-0604-C6 6/B
Section 28
Section 29
CONSTRUCTION MANAGEMENT PLAN
Objective To comply with all statutory regulations and relevant policies, and minimise the impact on the environment whilst carrying
out construction activities in a safe and sustainable manner.
To minimise the environmental and amenity impact of construction activities through onsite proactive approach to
Management
Strategy construction processes and consequences (couse and effect). Successful integration of activities will achieve ecological
sustainability which is recognised as a balance that integrates the protection of ecological processes and natural systems
economic development, and maintenance of cultural, economic, physical and social wellbeing of people in communities.
Construction
Management
Tasks and Action
Required
The following schedule of management strategies, tasks and actions for construction works forms the basis of sustainable
monagement of site construction issues. Irrespective of whether or mot an item is included in the following schedule
however, the Contractor shall employ best practice measures to achieve sustainable outcomes at all times.
Management Strategy / Action
Ensure thot all staff and sub contractors working on the site ore awore of potential environmental impacts and
required minimum environmental control measures and responsibilities before commencement of any site works.
2. Disturbance of soils below the canopy of any retained vegetation is to be excluded or otherwise minimised in accordance
with the approved plans.
3. No dust emissions shall extend beyond the boundary of the site.
4, No odour emissions ore detectable beyond the boundary of the site.
5. Work, including plant and equipment maintenance and servicing, shall only be carried out between the hours of 6:30am
and 6:30pm Monday to Saturday inclusive. Written agreement must be provided by neighbouring residents if any work
activity with the potential to emit excessive noise is to be undertaken outside the above mentioned hours, and even with
such consent, such activities are to be minimised.
6. All equipment shall be acoustically treated with manufacturer supplied muffler systems with ensure that equipment does
not create environmental harm or excessive noise.
Temporary security lighting for the site must be designed and located to ensure that its effects are not obtrusive and
direct light spill does not alter the amenity of adjacent properties.
8. All existing utilities (roads, drainage, electrical and communication) on or adjacent the site are to be protected ond
maintained at all times, with the cost of any damage to such infrastructure to be met by the Contractor.
9. Any areas of high risk / danger on the site are to be adequately signposted.
. Vibration beyond the site boundary from construction activities is to be minimised and where there is a likelihood of
such vibration extending beyond the boundaries to an adjoining property owner, the property owner shall be advised
accordingly.
Construction
Management
Tasks and Actions
Required
11, Implement the erosion and sedimentation control measures and associated management plan contained in
the approved plans.
12. All earthwork stockpiles are to be kept moist, covered with tarpaulins or otherwise treated to minimise
dust emissions and stored in locations which minimise the possibility of the soil entering the stormwater
system.
13. A construction shakedown area is to be installed at the entrance to the site to reduce unwanted soil
from leaving the site vio vehicle tyres.
14. AU site staff and sub contractors shall be directed to use the nominated shakedown entry / exit
point.
15. Ronds abutting the site and offected by the works shall be swept ot regulor intervals os required, or
whenever inspection shows signs of soil / pavement construction material on an abutting road or at the
nominated site entrance.
16. A high level of site “housekeeping” shall be maintained to ensure that vermin are not
attracted to poorly disposed of materials. Any waste or materials that have been
illegally dumped on site shall be removed.
aff and
food is consumed and shall ensure that such bins are used and emptied at regular
17. The Contractor shall provide bins for b contractors at locations where
intervals
18. All materials, be they construction materials or used containers, shall either be
y'
onsite or alternatively transported to a Council approved recycling station or
isposal point
erous ods stored onsite are
19. Any distillate or other petroleum products or dar
to be in bunded areas, located well clear of any watercourse. Appropriate spill
control kits for any chemicals or stored fuels shall also be provided onsite
Best practice management techniques shall be employed to control erosion and
minimise sediment transport onsite, including those details contained in the approved
plans and the Erosion and Sedimentation Management Plan
21. The Contractor shall prepare and implement an approved Traffic Management Plan
for site construction activities. The Traffic Management Plan shall be provided to the
Council inspector and the Supervising Engineer at the prestart meeting
s of Cou ble to
22. Comply with any conditi operational works approval appl
the works
23. All public complaints received by the Contractor must be recorded in writing,
including any investigations undertaken, conclusions reached and actions taken as a
result of same. This complaints record is to be made available to the administering
authority on request.
24. All site personnel are to report any significant non—conformances to the site
manager as soon as practical and within 1 hour of the occurrence of, or
observance of same.
25. The contractor shall prepare an informative letter to be dropped to
residents/businesses adjacent to the development. The letter is to advise contact
details for communications for the site manager, working hours, projected timing of
works and any other information the contractor sees relevant
LINDSAY CONSULTING 2
CLI
REO 4928.
THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES
LOT 1 (SP248165) OPAL ST
COOROY
DRAWING TITLE
CONSTRUCTION MANAGEMENT
SCALES
Orig, 1200
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
‘A [ORIGINAL ISSUE 15/9/2016
‘AMENDED O12 16
{Computer File
160604FP.DWG
DRAWING NUMBER SHEET] REV.
16-0604-C7 7|B
Section 30
Section 31
J
LANDSCAPE PLAN
SCALE 1:200
LINDSAY CONSULTING °"%
CA
OFF. 20/82 PARKER ATREET, MAROOGAYDORE PH 5
THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES
LOT 1 (SP248165) OPAL ST
COOROY
DRAWING TITLE
LANDSCAPE PLAN
SCALES
0 2 & 6 8m
ee a ee
Orig, 1200
SURVEY DATUM
wee LAWN
BRACHYCHITON
C) ACMENA SMITHII
ASSOCIATED CONSULTANTS
REVISION LIST
A
ORIGINAL ISSUE 22/09/16
B_| AMENDED 01/12/16
EXISTING MELALEUCA GREVILLEA HONEY GEM
Ey SYZGIUM LUEHMANNI
TUCKEROO oe © © ©) WESTRINGIA NARINGA
ponrter Fe 160604FP.DWG
16-0604-C8 8B
Section 32
Section 33
r
SITE PLAN
SCALE 1:200
LINDSAY CONSULTING 17
CLI
REO 4928.
OFF. 26/82 PARKER ATREET, MARDOGAYDORE PH 54 792 118
THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES
LOT 1 (SP248165) OPAL ST
COOROY
DRAWING TITLE
SITE PLAN
SCALES
0 2 & 6 8m
ee a ee
Orig, 1200
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
‘A [ORIGINAL ISSUE 22/09/16
‘AMENDED O12 16
{Computer File
160604FP.DWG
DRAWING NUMBER SHEET] REV.
16-0604-C9 9 |B