Water sensitive Urban Design (WSUD) Report · Water sensitive Urban Design (WSUD) Report MIXED USE...

Water sensitive Urban Design (WSUD) Report MIXED USE DEVELOPMENTS 744 VICTORIA ROAD & 2A EAGLE STREET, RYDE NSW - 2112

PREPARED BY PREPARED FOR ENGINEER Rashida Bhuiya CLIENT Cadence property Developments

Pty Ltd 157 Victoria Road Glades Ville NSW - 2111

DATE 13th March, 2018 ISSUE 004 REVISION 004 OFFICE 02 9891 5033 PHONE 1300 808 158 FAX 02 9891 3898

REF NO. 17263

i

Disclaimer This report (including any enclosures and attachments) has been prepared for the exclusive use and benefit of the addressee(s) and solely for the purpose for which it is provided. Unless we provide express prior written consent, no part of this report should be reproduced, distributed or communicated to any third party. We do not accept any liability if this report is used for an alternative purpose from which it is intended, nor to any third party in respect of this report

Document Control Revision Date Description Prepared Reviewed Approved 001 12/2/2018 Issue for DA RB BB BB 002 21/2/2018 Re-Issue for DA RB BB BB 003 8/3/2018 Re-Issue for DA RB BB BB 004 13/3/2018 Re-Issue for DA RB BB BB

17263_744 VICTORIA ROAD & 2A EAGLE STREET, RYDE _WSUD_Report_REV04 ii

Table of Contents Introduction .................................................................................................................................................................. 1

Existing Site .............................................................................................................................................................. 1 Proposed Development .......................................................................................................................................... 2

Water Sensitive Urban Design (WSUD) ................................................................................................................... 3 Stormwater Quality ................................................................................................................................................. 3 Stormwater Quantity .............................................................................................................................................. 4 Maintenance and Monitoring ................................................................................................................................ 6

Conclusion .................................................................................................................................................................... 6 Appendix A Stormwater Drainage Plan for DA ................................................................................................... 7 Appendix B Architectural Drawings Set ............................................................................................................. 15 Appendix C On-Site Detention Calculation Sheet ............................................................................................ 31 Appendix D Maintenance & Monitoring Schedule ........................................................................................... 33

17263_744 VICTORIA ROAD & 2A EAGLE STREET, RYDE _WSUD_Report_REV04 1

Introduction Sparks & Partners have been engaged by Cadence Constructions Pty Ltd to provide civil engineering services to support the proposed Development Application for Mixed Use Developments located at 744 Victoria Road & 2A Eagle Street, Ryde. The engineering services include the design and documentation of the stormwater drainage infrastructure including water sensitive urban design (WSUD) measures for the proposed development. Ryde City Council being the approval authority for the proposed development, require a Stormwater Drainage plan to be prepared that takes into consideration the objectives and controls under Ryde Development Control Plan 2014 (RCCDCP) Part 8.2. In response to this requirement Sparks and Partners has undertaken modelling of the proposed WSUD measures and prepared this report to demonstrate that the proposed mixed-use development identifies and incorporates stormwater management measures into its design and operation in accordance with the requirements of Part 8.2 of the RCCDCP.

Existing Site The existing site is located at 744 Victoria Road & 2A Eagle Street, Ryde (Lot 4 & 5, DP 815938) within the Local Government Area (LGA) of Ryde City Council. The site is bordered by Victoria Road at North, Devlin Street at West and Eagle Street at Southern side of the site boundary. Multistory residential flat buildings are located along South Eastern and Eastern side of the site. The Locality plan for the site is shown below.

Figure 1 - Locality Plan for the Site (Source: Google)

The Site


The existing site contains a car wash caf and commercial buildings. There is a hardstand car park area located rear side of the existing buildings and a driveway from Victoria Road for access. There is an existing council easement running across north to south along eastern site boundary containing twin 600mm diameter pipes. The site eventually drains to Parramatta River and currently does not have any WSUD measures at all.

Proposed Development The proposed development occupies a total site area of 1795m. The development is proposed for a multistory mixed use flat building which is accessible via the existing driveway entrance from Victoria Road and a new driveway located at Eagle Street. The Architectural site layout for the site is shown below. The Architectural drawing set for the site is provided in Appendix B.

Figure 2: Architectural Layout for the Site


Water Sensitive Urban Design (WSUD) The objective of WSUD is to provide a strategy that brings together the different aspects of the water cycle as a whole rather than an ad hoc approach to water management. This includes the management aspects of stormwater. The following WSUD strategies have been considered and addressed for the proposed development:

Control the quality of stormwater that is disposed from the site; Control the quantity of stormwater that is discharged for the site.

To demonstrate the above concept stormwater drainage plans and associated details have been prepared along with detailed modelling using the Council endorsed MUSIC software packages. The concept stormwater drainage plans detail the location of the water management infrastructure including 10 of 690mm PSorb stormfilter cartridges (Stormwater 360) located within a proposed on-site detention (OSD) tank which is on basement 2. The civil drawings are provided in Appendix A.

Stormwater Quality To ensure the quality of stormwater leaving the site is acceptable and meets councils requirements specific water quality treatment measures are to be employed. These treatment measures are to treat the collected stormwater runoff prior to discharge to the council drainage system. Refer to drawing No. DA 4.05 in Appendix A for the catchment delineation adopted for WSUD strategy. The treatment measures consist of a stormfilter chamber [Stormwater 360] with 10, 690mm PSorb cartridges located within the proposed OSD tank. The stormfilter meet water quality targets in accordance with Councils DCP 2014 - Part 8.2 Stormwater and Floodplain Management. Modelling of the proposed treatment measures has been undertaken using the MUSIC software package version 6.2. The modelling inputs have been extracted from Ryde City Council WSUD Reference Guideline, 2015. The modelling results of the water quality achieved for the site is detailed in Table 1 MUSIC Model Results below, along with a figure of the prepared model.

Source Load

Residual Load

% Reduction Achieved

RCC % Reduction

Requirement

Compliance with RCC

Requirement Total Suspended Solids (kg/yr) 161.00 21.50 86.6 85 Yes Total Phosphorus (kg/yr) 0.412 0.080 80.6 60 Yes Total Nitrogen (kg/yr) 3.740 1.780 52.3 45 Yes Gross Pollutants (kg/yr) 42.800 0.242 99.4 90 Yes

Table 1 - MUSIC Model Results


Figure 3 - MUSIC Model for the Site

Stormwater Quantity The proposed development requires the implementation of on-site detention (OSD) as per Ryde City Council Stormwater Management Technical Manual, June 2015 for proposed development to control stormwater discharge from the site. Based on Councils Stormwater Management Technical Manual an OSD tank is proposed to capture and detain stormwater runoff up to and including 100-year ARI storm events using Simplified Design Method. The proposed site is located in Zone 1 in accordance with OSD Catchment Map for RCC which is extracted from Stormwater Management Technical Manual, Appendix 5 Ryde Catchment Map. The catchment map for the site is shown below along with Permissible Site Discharge (PSD) and Site Storage Requirement (SSR).


Figure 4: OSD Catchment Map for RCC (Source: Stormwater management Technical Manual, 2015) The proposed OSD tank for the site is designed in such a way to cater and detain stormwater runoff up to and including 100-year ARI storm events where the discharge has been adjusted including bypass of 1% of total impervious area of the site. The captured stormwater drains to the Stormfilter cartridges to meet water quality and overflow from water quality system to OSD tank which discharges through 225mm diameter pipe with 123mm orifice to existing council easement. The OSD Calculation Sheet for the site is provided in Appendix C.

The site


Maintenance and Monitoring To ensure the continued efficient and correct operation of the proposed WSUD infrastructure a maintenance and monitoring schedule is included in the Appendix D of this plan. The schedule details the frequency of inspections, what is to be inspected and what rectifications to make if required for the water management infrastructure located within the proposed development. The schedule is to be implemented upon commissioning of the water management infrastructure and remain in place for the life of the development; with all records kept on site for inspection should the approval authority deem it necessary.

Conclusion Based on the preparation of the concept stormwater drainage plans and MUSIC modeling results it is demonstrated that the principles of WSUD have been incorporated into the design and operation of the proposed development at 744 Victoria Road & 2A Eagle Street, Ryde in accordance with RCCDCP 2014 Part 8.2. It is demonstrated that the proposed development achieves pollution reduction targets set by council and employs OSD for the control of stormwater discharge from the site in accordance with targets set by council. It is also demonstrated that the proposed developments employed water conservation measures will continue to operate effectively and efficiently through the implementation and use of a monitoring and maintenance schedule ensuring the integrity of the system is maintained.


Appendix A Stormwater Drainage Plan for DA

NOT TO SCALE---- OF

RB

RBJAN 2018

NTS

17263 DA1.01 03

CIVIL DESIGNCOVERSHEET, LOCALITY PLAN &DRAWING SCHEDULE

744 VICTORIA ROAD & 2A EAGLESTREET, RYDE

CLIENT

ARCHITECT

CADENCE PROPERTY DEVELOPMENTSPTY LTD

DEVELOPMENT APPLICATION

03

02

01

RB

RB

RB

RE-ISSUED FOR DEVELOPMENT APPLICATION


ISSUE FOR DEVELOPMENT APPLICATION

13/03/18

08/03/18

12/02/18

VERIFICATION

FOR CLIENT APPROVAL

FOR INFORMATION ONLY

DRAWING STATUS

PRELIMINARY

FOR TENDER

FOR CONSTRUCTION

INITIAL DATE

1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY

2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.

3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY

WORKS

4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO

COMMENCEMENT OF ANY WORKS

5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE

BEEN VERIFIED.

COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS

CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN

ISO 9001 : 2000QUALITYASSURED

COMPANY

The Association of

Hydraulic Services Consultants Australia (NSW) Inc.

AHSCA

CORPORATE MEMBER

NORTH POINT

SP +PARTNERS

CONSULTING ENGINEERS

RKS

HYDRAULIC | CIVIL | FIRE

Level 1, 91 George Street | Parramatta | NSW 2150

P 02 9891 5033 | F 02 9891 3898 | E [email protected]

PROJECT

DRAWING TITLE

REVNo IN SET

SCALE

DATE DESIGNED

DRAWN

JOB No

THE INFORMATION ON THIS DRAWING REMAINS

THE PROPERTY OF SPARKS & PARTNERS

CONSULTING ENGINEERS REPRODUCTION OF THE

WHOLE OR PART OF THE DOCUMENT

CONSTITUTES AN INFRINGEMENT OF COPYRIGHT

DWG No

SCALE

DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV

DATE

DATECHECKED

APPROVED

March 13, 2018PLOT DATEPAGE

A1

PROPOSED MIXED-USE DEVELOPMENT

744 VICTORIA ROAD & 2A EAGLE STREET, RYDE

CONCEPT STORMWATER MANAGEMENT PLAN

1. ALL WORKS ARE TO BE UNDERTAKEN IN ACCORDANCE WITH LOCALCOUNCIL, AUSTRALIAN AND AUTHORITY STANDARDS.

2. ALL TRENCHING WORKS ARE TO BE RESTORED TO ORIGINAL CONDITION.3. THE INTEGRITY OF ALL EXISTING AND NEW SERVICES IS TO BE

MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.4. ALL PLANS ARE TO BE READ IN CONJUNCTION WITH APPROVED

ARCHITECTS, STRUCTURAL ENGINEERS AND OTHER CONSULTANT'SPLANS. ANY DISCREPANCIES ARE TO BE NOTIFIED TO THE ENGINEER FORCLARIFICATION.

5. THE ENGINEER SHALL BE GIVEN A MIN. OF 48 HOURS NOTICE FOR ALLSTORMWATER DRAINAGE AND PAVEMENT INSPECTIONS. CONCRETE SHALLNOT BE DELIVERED UNTIL ENGINEERS APPROVAL IS OBTAINED.

SITE WORKS - GENERAL1. ALL WORKS ARE TO BE UNDERTAKEN IN A SAFE MANNER IN

ACCORDANCE WITH ALL STATUTORY AND INDUSTRIAL RELATIONREQUIREMENTS.

2. ACCESS TO ADJACENT BUILDINGS AND PROPERTIES SHALL BEMAINTAINED AT ALL TIMES.

3. WHERE NECESSARY SAFE PASSAGE SHALL BE PROVIDED FOR VEHICLESAND PEDESTRIANS THROUGH OR ADJACENT TO THE SITE.

SITE WORKS - ACCESS AND SAFETY

1. THE CONTRACTOR SHALL INSTIGATE ALL SEDIMENT AND EROSIONCONTROL MEASURES IN ACCORDANCE WITH [INSERT LOCAL COUNCIL] ANDTHE "BLUE BOOK" (MANAGING URBAN STORMWATER SOILS ANDCONSTRUCTION, PRODUCED BY THE DEPARTMENT OF HOUSING). THESEMEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED.

2. THE SEDIMENT & EROSION CONTROL PLAN PRESENTS CONCEPTS ONLY,THE CONTRACTOR SHALL AT ALL TIMES BE RESPONSIBLE FOR THEESTABLISHMENT & MANAGEMENT OF A DETAILED SCHEME MEETINGCOUNCIL'S DESIGN, AND ALL OTHER REGULATORY AUTHORITYREQUIREMENTS.

3. WHERE PRACTICAL, THE SOIL EROSION HAZARD ON THE SITE SHALL BEKEPT AS LOW AS POSSIBLE. TO THIS END, WORKS SHOULD BEUNDERTAKEN IN THE FOLLOWING SEQUENCE:

a. INSTALL ALL TEMPORARY SEDIMENT FENCES AND BARRIER FENCES.WHERE FENCES ARE ADJACENT TO EACH OTHER THE SEDIMENTFENCE CAN BE INCORPORATED INTO THE BARRIER FENCE.

b. CONSTRUCT TEMPORARY STABILISED SITE ACCESS. INCLUDINGSHAKE DOWN AND WASH PAD.

c. INSTALL SEDIMENT CONTROL MEASURES AS OUTLINED ON THESESEDIMENT AND CONTROL PLANS (ONCE APPROVED)

4. THE CONTRACTOR SHALL UNDERTAKE SITE DEVELOPMENT WORKS SOTHAT LAND DISTURBANCE IS CONFINED TO AREAS OF MINIMUMWORKABLE SIZE.

5. AT ALL TIMES AND IN PARTICULAR DURING WINDY AND DRY WEATHER,LARGE, UNPROTECTED AREAS WILL BE KEPT MOIST (NOT WET) BYSPRINKLING WITH WATER TO KEEP DUST UNDER CONTROL. TACIFIERSMAY BE USED TO CONTROL DUST DURING EXTENDED PERIODS OF DRYWEATHER.

6. ANY SAND USED IN THE CONCRETE CURING PROCESS (SPREAD OVER THESURFACE) SHALL BE REMOVED AS SOON AS POSSIBLE AND WITHIN 10WORKING DAYS FROM PLACEMENT.

7. WATER SHALL BE PREVENTED FROM ENTERING THE PERMANENTDRAINAGE SYSTEM UNLESS THE CATCHMENT AREA HAS BEENSTABILISED AND/OR ANY LIKELY SEDIMENT HAS BEEN FILTERED OUT.

8. TEMPORARY SOIL AND WATER MANAGEMENT STRUCTURES SHALL BEREMOVED ONLY AFTER THE LANDS THEY ARE PROTECTING ARESTABILISED / REHABILITATED.

9. THE CONTRACTOR SHALL ALLOW FOR THE ESTABLISHMENT OF ANYOTHER EROSION PROTECTION MEASURES. (IF APPLICABLE).

10.THE CONTRACTOR SHALL REGULARLY INSPECT (MINIMUM TWICE PERWEEK) ALL EROSION AND SEDIMENT CONTROL MEASURES TO ENSURETHEY ARE OPERATING EFFECTIVELY. REPAIRS AND/OR MAINTENANCESHALL BE UNDERTAKEN REGULARLY AND AS REQUIRED, PARTICULARLYFOLLOWING STORM EVENTS.

11. ACCEPTABLE RECEPTORS SHALL BE USED FOR CONCRETE AND MORTARSLURRIES, PAINTS, ACID WASHINGS, LIGHT-WEIGHT WASTE MATERIALSAND LITTER. WASTE FROM THESE RECEPTORS SHALL BE DISPOSED OF INACCORDANCE WITH REGULATORY AUTHORITY REQUIREMENTS. PAY ALLFEES AND PROVIDE EVIDENCE OF SAFE DISPOSAL.

SEDIMENT AND EROSION CONTROL

1. ALL WORKS ARE TO BE UNDERTAKEN IN ACCORDANCE WITH THEFOLLOWING AUSTRALIAN STANDARDS AS2032, AS3500 AND AS3725 ASA MINIMUM.

2. ALL PIPES LESS THAN OR EQUAL TO 300mm IN SIZE ARE TO BESOLVENT WELD-JOINTED UPVC CLASS SN8 U.N.O.

3. ALL PIPES 375mm OR GREATER IN SIZE ARE TO BE MIN. CLASS 2REINFORCED CONCRETE PIPE (RCP) OR FIBRE REINFORCED CONCRETE(FRC) RUBBER RING JOINTED (RRJ) U.N.O.

4. ALL PIPES ARE TO BE LAID AT MIN. 1.0% GRADE U.N.O.5. PIPE BEDDING IS TO BE HS2 UNDER ROADS AND TRAFFICKED AREAS

AND SHALL BE H2 IN LANDSCAPED AND PEDESTRIAN TRAFFICKEDAREAS U.N.O.

6. ALL PIPE BENDS AND JUNCTIONS ARE TO BE MADE WITH EITHERPURPOSE MADE FITTINGS OR STORMWATER DRAINAGE PITS.

7. MINIMUM COVER FROM THE OBVERT OF THE STORMWATER PIPE OF300mm IS TO BE PROVIDED IN LANDSCAPED AREAS AND 600mm INVEHICULAR TRAFFICKED AREAS U.N.O.

8. WHERE MINIMUM COVER CANNOT BE ACHIEVED CONCRETE ENCASEMENTOF THE AFFECTED PIPE IS MAY BE UNDERTAKEN WITH 20MPaCONCRETE WITH A MIN. COVER OF 150mm TO ALL SIDES OF THE PIPE.THE CONTRACTOR SHALL CONFIRM THIS REQUIREMENT WITH THEENGINEER OR SUPERINTENDENT.

9. LAID PIPELINES ARE TO HAVE THE FOLLOWING CONSTRUCTEDTOLERANCES:a. HORIZONTAL-1:300 ANGULAR DEVIATION FROM REQUIRED ALIGNMENT;b. VERTICAL-1:300 ANGULAR DEVIATION FROM REQUIRED ALIGNMENT.

10. ALL DRAINAGE PITS ARE TO BE CAST IN-SITU, PRECAST DRAINAGEPITS MAY BE USED WITH APPROVAL FROM THE ENGINEER. THECONTRACTOR SHALL SUBMIT A PRECAST PIT INSTALLATION WORKMETHOD STATEMENT FOR ASSESSMENT BY THE ENGINEER FORAPPROVAL.

11. DRAINAGE PIT COVERS ARE TO BE EITHER GALVANISED STEEL ORCAST IRON CLASS 'B' IN LANDSCAPED AND PEDESTRIAN TRAFFICKEDAREAS AND CLASS 'D' IN ALL VEHICULAR TRAFFICKED AREAS U.N.O.

12. DRAINAGE PIT COVERS ARE TO BE 'HEELSAFE' TYPE IN ALLPEDESTRIAN TRAFFICKED AREAS U.N.O.

13. EXISTING STORMWATER PIT LOCATIONS AND INVERT LEVELS TO BECONFIRMED PRIOR TO COMMENCING WORKS ON SITE.

14. PROVIDE CLEANING EYES (RODDING POINTS) TO PIPES AT ALL CORNERSAND T-JUNCTIONS WHERE NO PITS ARE PRESENT.

15. DOWN PIPES CONNECTED DIRECT TO PIPES TO BE CONNECTED AT 45TO THE FLOW DIRECTION WITH A CLEANING EYE PROVIDED AT GROUNDLEVEL.

STORMWATER

LOCALITY PLANNOT TO SCALE - COURTESY OF SIX MAPS

DRAWING SCHEDULE

DA1.01 COVERSHEET, LOCALITY PLAN & DRAWING SCHEDULE

DA2.01 EROSION & SEDIMENT CONTROL PLANDA4.01 STORMWATER MANAGEMENT PLAN - BASEMENT 1DA4.02 STORMWATER MANAGEMENT PLAN - BASEMENT 2DA4.05 STORMWATER CATCHMENT PLANDA4.10 STORMWATER MANAGEMENT DETAILS SHEET 01 OF 02DA4.11 STORMWATER MANAGEMENT DETAILS SHEET 02 OF 02

OSD AND WSUD SUMMARYLOCAL GOVERNING AUTHORITY: RYDE CITY COUNCIL

OSD TANK IS DESIGNED TO DETAIN STORMEWATER RUNOFF FROM SITE UP TOAND INCLUDING 100 YEAR ARI STORM EVENTS IN ACCORDANCE WITHCOUNCIL'S STORMWATER MANAGEMENT TECHNICAL MANUAL,2015.

TOTAL SITE AREA = 1795m2AREA DRAINING TO OSD TANK = 1758m2AREA BYPASSES OSD (IMPERVIOUS) = 15m2 (1% OF TOTAL IMPERVIOUS AREA)

PROPOSED OSD TANK IS DESIGNED USING "SIMPLIFIED DESIGN METHOD" INACCORDANCE WITH COUNCIL'S STORMWATER MANAGEMENT TECHNICALMANUAL,2015.

PERMISSIBLE SITE DISCHARGE (PSD) = 45.95m3 (ADJUSTED INCLUDINGBYPASS)

OSD VOLUME REQUIRED = 49m3OSD VOLUME PROVIDED = 65m3TOP WATER LEVEL = 58.9 mAHD [100YR ARI]

STORMWATER DISCHARGES TO AN EXITING COUNCIL EASEMENT LOCATEDSOUTH EASTER SIDE OF THE SITE THROUGH 225mm DIA. uPVC PIPE WITH A123mm ORIFICE PLATE (TO RESTRICT PEAK FLOW).

WSUD MEASURES:

TO MEET WATER QUALITY TARGETS IN ACCORDANCE WITH COUNCIL'S DCP2014, STORMFILTER OF 10 ~ 690mm PSorb CARTRIDGES [STORMWATER 360]ARE PROVIDED WITHIN OSD TANK TO TREAT STORMWATER RUNOFF.

REFER TO WATER SENSITIVE URBAN DESIGN (WSUD) REPORT FOR OSDCALCULATION SHEET AND WSUD MEASURES PROVIDED FOR THE SITE.

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FP

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F

F

F

HIGHL

IGHT

ROOF ATLEVEL 01

RL 66.25RL 69.35

RL 66.65RL 69.75 RL 66.65RL 69.75

VEHICLEENTRY 01

NEIGHBOURING SITE -734 VICTORIA ROAD,RYDE

EAGLE STREET

RL 75.55

VEHICLEENTRY 02

RL 62.59

SPOT LEVEL

RL 59.35SPOT LEVEL

VICTORIA ROAD

RL 75.95 RL 75.95

RL 63.24SPOT LEVEL

RL 63.25SPOT LEVEL

RL 62.74SPOT LEVEL

RL 63.18SPOT LEVEL

APPROVED DA (LDA2016/93) BUILDING

OUTLINE

5

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8

5.605

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1

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LIFT OVERUN

LIFT OVERUNLIFT OVERUN

SETBACK

SETB

ACK


OUTLINE

5

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LIFT OVERUN

LIFT OVERUNLIFT OVERUN

SETBACK

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ACK


OUTLINE

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VICTORIA ROAD

BOUN

DARY

BOUNDARY

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RL 58.65

RL 56.75

RAMP 02

RL 57.30

RL 57.95

RAMP 01

RL 58.20

RL 57.95

RL 57.70

RL 56.50

RL 56.50

5500 5500

34 PARKING SPACES

5400

X 24

00mm

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37

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X 24

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38

5400 X 2400mm

RES27

5400 X 2400mm

RES58

5400 X 2400mm

RES59

5400 X 2400mm

RES60

5400 X 2400mm

RES56

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36

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35

STORAGE

STORAGESTORAGE

STORAGE

PLANT/STORAGE

7 BIKES

1 2 3 4 5 6 77

F

S5

6

.5

0

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.5

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5.605

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5

INSTALL AND MAINTAIN SEDIMENT FENCE- REFER DETAIL.

INSTALL AND MAINTAIN SECURITY FENCE.

INDICATIVE LOCATION OF SITESTOCKPILE. EXACT LOCATIONTO BE CONFIRMED ONSITE INACCORDANCE WITH THE 'BLUE BOOK'.PROVIDE SEDIMENT FENCE TODOWNSTREAM END - REFER DETAIL.

INSTALL AND MAINTAINSTABILISED SITE ACCESS-REFER TO DETAIL.

INSTALL AND MAINTAIN SANDBAGINLET FILTER - REFER DETAIL.

INSTALL AND MAINTAIN GEOTEXTILEINLET FILTER - REFER DETAIL.




LEGENDSITE SECURITY FENCE

SEDIMENT FENCE

STABILISED SITE ACCESS

SITE STOCKPILE

MESH AND GRAVEL INLET FILTER

GEOTEXTILE INLET FILTER

SCALE AS SHOWN ON PLAN---- OF

RB

RBJAN 2018

AS SHOWN

17263 DA2.01 03

CIVIL DESIGNEROSION & SEDIMENT CONTROLPLAN

744 VICTORIA ROAD & 2A EAGLESTREET, RYDE

CLIENT

ARCHITECT

CADENCE PROPERTY DEVELOPMENTSPTY LTD

DEVELOPMENT APPLICATION

03

02

01

RB

RB

RB



ISSUE FOR DEVELOPMENT APPLICATION

13/03/18

08/03/18

12/2/18

VERIFICATION

FOR CLIENT APPROVAL

FOR INFORMATION ONLY

DRAWING STATUS

PRELIMINARY

FOR TENDER

FOR CONSTRUCTION

INITIAL DATE

1. DO NOT SCALE OFF THIS DRAWING. USE DIMENSIONS & ARCHITECTURAL DRAWINGS ONLY

2. DRAWINGS TO BE READ IN CONJUNCTION WITH SPECIFICATION.

3. LEVELS ARE INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCEMENT OF ANY

WORKS

4. AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE TO BE LOCATED AND CHECKED PRIOR TO

COMMENCEMENT OF ANY WORKS

5. COMPLETION OF THE QUALITY RECORD IS EVIDENCE THAT THE DESIGN AND DRAWING HAVE

BEEN VERIFIED.

COMPLETION OF THE DRAWING STATUS IS EVIDENCE THAT THE DESIGN HAS BEEN VERIFIED AS

CONFORMING TO THE REQUIREMENTS OF THE PROJECT QUALITY PLAN

ISO 9001 : 2000QUALITYASSURED

COMPANY

The Association of

Hydraulic Services Consultants Australia (NSW) Inc.

AHSCA

CORPORATE MEMBER

NORTH POINT

SP +PARTNERS

CONSULTING ENGINEERS

RKS

HYDRAULIC | CIVIL | FIRE

Level 1, 91 George Street | Parramatta | NSW 2150

P 02 9891 5033 | F 02 9891 3898 | E [email protected]

PROJECT

DRAWING TITLE

REVNo IN SET

SCALE

DATE DESIGNED

DRAWN

JOB No

THE INFORMATION ON THIS DRAWING REMAINS

THE PROPERTY OF SPARKS & PARTNERS

CONSULTING ENGINEERS REPRODUCTION OF THE

WHOLE OR PART OF THE DOCUMENT

CONSTITUTES AN INFRINGEMENT OF COPYRIGHT

DWG No

SCALE

DATE No AMENDMENT INIT REV DATE No AMENDMENT INIT REV

DATE

DATECHECKED

APPROVED

March 13, 2018PLOT DATEPAGE

A1

RUNOFF FROM PADDIRECTED TO SEDIMENT TRAP

200

NOM

MAINTENANCE THE TEMPORARY ACCESS SHALL BE MAINTAINED IN A CONDITION THAT PREVENTS TRACKING OR FLOWING OF SEDIMENT

ONTO PUBLIC RIGHTS OF WAY, THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL GRAVEL AS CONDITIONS DEMAND AND REPAIR AND/OR

CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. INSTALL BARRIER ON EITHER SIDE OF SHAKER PAD

TO ENSURE VEHICLES ARE GUIDED ON TO THE PAD. INVERT OF SHAKER PAD TO BE DRAINED VIA AGRICULTURAL PIPE WRAPPED IN GEOTEXTILE FABRIC.

CONSTRUCTIONSITE

EXISTINGROADWAY

GEOTEXTILEFILTER FABRIC

75-100mmGRAVEL

EXISTINGSUBGRADE

BERM (300 MIN. HIGH)75mm x 75mm RHS RUNGS WELDED TOBEARERS AT 200mm-250mm CENTRES

200UB BEARERS

200 THICK COMPACTED DGB20

3500SHAKERPAD

3500 MIN.

WIDTH

4000 MINLENGTH

3500

PROP

ERTY

BOU

NDAR

Y

NOT TO SCALESTABILISED SITE ACCESS

NOTES:

1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEINGPARALLEL TO THE CONTOURS OF THE SITE, BUT WITH SMALLRETURNS AS SHOWN IN THE DRAWING TO LIMIT THE CATCHMENT AREAOF ANY ONE SECTION. THE CATCHMENT AREA SHOULD BE SMALLENOUGH TO LIMIT WATER FLOW IF CONCENTRATED AT ONE POINT TO50L/s IN THE DESIGN STORM EVENT, USUALLY THE 10-YEAR EVENT.

2. CUT A 200mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCEFOR THE BOTTOM OF THE FABRIC TO BE ENTRENCHED.

3. DRIVE 1.5m LONG STAR PICKETS INTO GROUND AT 2.0m INTERVALS(MAX) AT THE DOWNSLOPE EDGE OF THE TRENCH. ENSURE ANYSTAR PICKETS ARE FITTED WITH SAFETY CAPS.

4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THEPOSTS ENSURING IT GOES TO THE BASE OF THE TRENCH. FIX THEGEOTEXTILE WITH WIRE TIES OR AS RECOMMENDED BY THEMANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY PRODUCED FORSEDIMENT FENCING. THE USE OF SHADE CLOTH FOR THIS PURPOSE ISNOT SATISFACTORY.

5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mmOVERLAP.

6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC AND COMPACTIT THOROUGHLY OVER THE GEOTEXTILE.

PLAN

FLOW

UNDISTURBED AREA

DIRECTION

OF FLOW

DISTURBED AREA

DIRECTIONOF FLOW

SECTION DETAIL

SELF-SUPPORTINGGEOTEXTILE

1.5m STAR PICKETS ATMAX. 2.0m CENTRES

ON SOIL, 200mm x 100mm TRENCHWITH COMPACTED BACKFILL ANDON ROCK, SET INTO SURFACECONCRETE

STAR PICKETS ATMAXIMUM 2.0m SPACINGS

20m MAX. (UNLESS STATED

OTHERWISE ON SWMP/ESCP)

MIN. 1.5m

700m

m60

0mm

MIN.

1.5m STAR PICKETS ATMAX. 2.0m CENTRES

NOT TO SCALESEDIMENT FENCE

0.2

RUNOFF WATERWITH SEDIMENT

NOTES:

1. FABRICATE A SEDIMENT BARRIER MADE FROM GEOTEXTILE OR STRAW BALES.2. CUT A 200mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR THE BOTTOM OF

THE FABRIC TO BE ENTRENCHED.3. DRIVE 1.0m LONG STAR PICKETS INTO GROUND AT THE FOUR CORNERS OF PIT WALLS.

ENSURE ANY STAR PICKETS ARE FITTED WITH SAFETY CAPS.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 TIES OR AS RECOMMENDEDBY THE MANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY PRODUCED FOR SEDIMENTFENCING. THE USE OF SHADE CLOTH FOR THIS PURPOSE IS NOT SATISFACTORY.

5. JOIN SECTIONS OF 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.

NOT TO SCALEGEOTEXTILE INLET FILTER DROP INLET SEDIMENT TRAP

GEOTEXTILEFILTER FABRIC

DROP INLETWITH GRATE

STAKES

BURIED FABRIC

GEOTEXTILEFILTERFABRIC

STAKES

FILTERED WATER

FILTEREDWATER

NOTES:

1. THIS PRACTICE ONLY TO BE USED WHERE SPECIFIED IN AN APPROVEDSWMP/ESCP.

2. INSTALL FILTERS TO KERB INLETS ONLY AT SAG POINTS.3. FABRICATE A SLEEVE MADE FROM GEOTEXTILE OR WIRE MESH LONGER THAN

THE LENGTH OF THE INLET PIT AND FILL IT WITH 25mm TO 50mm GRAVEL.4. FORM AN ELLIPTICAL CROSS-SECTION ABOUT 150mm HIGH x 400mm WIDE.5. PLACE THE FILTER AT THE OPENING LEAVING AT LEAST A 100-mm SPACE

BETWEEN IT AND THE KERB INLET . MAINTAIN THE OPENING WITH SPACEBLOCKS.

6. FORM A SEAL WITH THE KERB TO PREVENT SEDIMENT BYPASSING THE FILTER.7. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR THE MESH OR

GEOTEXTILE PROVIDING THEY ARE PLACED SO THAT THEY FIRMLY ABUT EACHOTHER AND SEDIMENT-LADEN WATERS CANNOT PASS BETWEEN.

KERB-SIDE INLETTIMBER SPACER TO SUIT

GRAVEL-FILLED WIRE MESH ORGEOTEXTILE 'SAUSAGE'

TIMBER SPACER TO SUIT

OVERFLOWRUNOFF WATERWITH SEDIMENT

SEDIMENT

GRAVEL-FILLED WIRE MESH ORGEOTEXTILE 'SAUSAGE'

NOT TO SCALEMESH AND GRAVEL INLET FILTER

NOTES:

1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION,CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.

2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2

METRES IN HEIGHT. 4. WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS,STABILISE FOLLOWING THE APPROVED ESCP OR SWMP TO REDUCE THE C-FACTOR TOLESS THAN 0.10.

5. CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER AROUNDSTOCKPILES AND SEDIMENT FENCES 1 TO 2 METRES DOWNSLOPE.

2:1 SLOP

E (max.) 2:1 SLOPE (max.)

FLOW

SEDIMENT FENCE

STABILISE STOCKPILE SURFACE

EARTH BANK

NOT TO SCALESTOCKPILE

SCALE 1:200EROSION & SEDIMENT CONTROL PLAN

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RL 59.37

SRV LOADINGBY PRIVATE CONTRACTOR

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RL 59.55

RL 59.47

RL 59.35

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5400

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63.12

63.34

63.33

63.30

63.22

63.08

62.98

62.96

63.03

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58.95

59.02

5

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4

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