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DEVELOPMENT PLAN PROVISIONS - CONSOLIDATED 12 September 2017
RESIDENTIAL ZONE
Mid Suburban Policy Area 16
Desired Character - Mid Suburban Policy Area 16
This policy area will be characterised by a mix of dwelling types throughout, such as detached and semi- Complies detached dwellings, interspersed with a range of well designed medium density housing on larger,
wider allotments as well as on main road frontages and facing larger public open spaces.
It is desirable that dwellings be designed to complement and enhance the high quality pre and post
World War Two building styles and incorporating setback, siting, materials, roof forms and features consistent with and enhancing the established character.
Development of detached and semi-detached dwellings up to two storeys in height is appropriate provided there is minimal overshadowing or overlooking of adjoining properties. Group dwellings and residential flat buildings are appropriate on larger, wider sites or those achieved through site amalgamation.
Objective 1 Development that contributes to the desired character of the policy area. Complies PDC 1 Development should not be undertaken unless it is consistent with the desired character for the policy Complies
area.
PDC 3 3 A dwelling should have a minimum site area (and in the case of group dwelFngs and residential flat Complies buildings, an average site area per dwelling) and a frontage to a public road or depth not less than that shown in the following table:
Dwelling type Site area Minimum dimensions (square metres) (metres)
Detached 400 (minimum) 10-frontage 350 (minimum) for corner sites
Semi.detached 300 (minimum) 8-frontage
Graup dwelling 325 (averege) 18- frontage for regular site Residential flat building 8 -frontage for irregular site
Row dwelling 250 (minimum) 8 -frontage 25-depth
RESIDENTIAL ZONE
PDC 14 Development should be consistent with the building envelope requirements as shown in the figure Does not comply - refer to report below, except where a variation to the building envelope is specified in a particular policy area: for discussion
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GENERAL SECTION
Residential Development
PDC12 Private open space (available for exclusive use by residents of each dwelling) should be provided for Complies each dwelling and should be sited and designed:
to be accessed directly from the internal living areas of the dwelling
to be generally at ground level (other than for residential flat buildings) and to the side or rear of a dwelling and screened for privacy
to take advantage of, but not adversely affect, natural features of the site
to minimise overlooking from adjacent buildings
to achieve separation from bedroom windows on adjoining sites
to have a northerly aspect to provide for comfortable year round use
not to be significantly shaded during winter by the associated dwelling or adjacent development to be partly shaded in summer
to minimise noise or air quality impacts that may arise from traffic, industry or other business activities within the locality
(j) to have sufficient area and shape to be functional, taking into consideration the location of the dwelling, and the dimension and gradient of the site.
PDC14 For each dwelling in the Residential Zone or Residential Character Zone that has a ground floor level, Does not comply - see body of private open space should: report for discussion
contain one primary useable part, directly accessible from a living room within the dwelling consistent with the following requirements:
Policy Area Minimum area of useable private open Minimum Maximum space dimension gradient (square metres) (metres)
Integrated MedIum 16- for a site area 250 square metres or less 4 lin-10 Density Policy Area 20
Woodville Medium 16 -fora site area 250 square metres or less 4 11n-10 Density Policy Area 21 25 site area greaterttian 250 square 4 1-rn-I0
metres
Cheltenham Park Policy 10-for a site area 250 square metres or less 3 1-6-I0 Area 22 and Woodville 15 -for a site area greaterthan 250 square 3 1in-10 West Policy Area 23 metres
Aflottierpolicyareas 25 4 1-in-I0
not be covered by verandas by more than 30 per cent and to not include any areas to be used for the parking of motorvehicles
be located behind the building line
be provided at the following rates and in accordance with the following requirements: Zone I Policy Area Detached dwelling Group dwelling Site area Site area aso square
Semi-detached Residential flat greater than metres or less dwelling building 250square Row dwelling metres
tnnerSul3urban 25percentof the 80 square me1res Policy Areas15,Mld site area per dwelrngor25 Sulasban Policy 20 per cent of the per cent of the site Area 16, Western site area or60 area (whichever is Edge Policy Area 17, square metres per the greater) West Lakes General dwelling (whichever Policy Area 18 Is the greater) where
anaflotmentis atfjacent or abuts a taMic read that Is adjacent a coastal reserve or zone, the River Torrens Linear Park, the laire at West Lakes ora public reserve with an area of at least 2500 square metres
GENERAL SECTION Design andApDearance
PDC 1 Buildings should reflect the desired character of the locality while incorporating contemporary designs Complies that have regard to the following:
building height, mass and proportion
external materials, patterns, colours and decorative elements
roof form and pitch
façade articulation and detailing
verandas, eaves, parapets and window screens.
PDC 2 Where a building is sited on or close to a side or rear boundary, the boundary wall should minimise: Complies the visual impact of the building as viewed from adjoining properties overshadowing of adjoining properties and allow adequate sunlightaccess to neighbouring
buildings.
GENERAL SECTION Transportation and Access
PDC 8 Development should provide safe and convenient access for all anticipated modes of transport. Complies PDC 38 Development should provide off-street vehicle parking and specifically marked accessible car parking Complies
places to meet anticipated demand in accordance with Table ChSt/2 - Off Street Vehicle Parking Requirements.
The followIng off street vehicle parking requirements apply except wtiere otherwise slated in Table ChSV2A - OlfSLVehicjeParlcftiqfieouirements for Des!created Areas.
JFomi of Development Number of Required Car Parking Spaces
Bulky goods outlet 3 car parking spaces for every 100 square metres of retail area.
Comrrarnity centre I car park per 10 square metres of total floor area
Consulting room 5 car parking spaces for each practitioner
Dwelling (detached and semkletathed) 2 on site car parking spaces, one of which is covered (the second space can be tandem)
Dwelling (group, row and residential lint buildwigs) Dwelling Number of Average spaces per dwelling
size bedrooms
1 km radius from Any other a District Centre circumstances or <200 metre (except for radius from a Integrated railway station, Medium fight rail or Density Policy busway stop Area 20)
Large 3edrooms 125 2.00 or floor area >130 square metres
Medium 2 bedrooms 1.00 1.50 or floor area of 75 square metres to 130 square metres
Small I bedroom 0.75 1.00 or floor area <75 square metres
Add for 0.25 0.25 visitors per dweliing (not applicable to row dwellings)
GENERAL SECTION
Waste
PDC 5 Development should include appropriately sized area to facilitate the storage of receptacles that will enable Complies the efficient recycling of waste.
PDC 6 Development that involves the production and/or collection of waste and/or recyclable material should Complies include designated collection and storage area(s) that are:
screened and separated from adjoining areas
located to avoid impacting on adjoining sensitive environments or land uses
designed to ensure that wastes do not contaminate stormwater or enter the stormwater collection system
located on an impervious sealed area graded to a collection point in order to minimise the movement of any solids or contamination of water
protected from wind and stormwater and sealed to prevent leakage and minimise the emission of odours
stored in such a manner that ensures that all waste is contained within the boundaries of the site until disposed of in an appropriate manner.
C ..•. ..• . .. ........•... ...• ...•. • .••.•••••.•.••. ..... .. lv
fl Development Application Form Development Act 1993
The completed form must be accompanied by all required documents as specified in the requirements checklists
(Planning Consent and Building Rules Consent).
Applications submitted that do not include the prerequisite information listed in the "Requirements Checklists" will
be returned for resubmission by the applicant once they are complete.
1. Application Details:
1.1. Application Type:
I Development Plan Consent (Planning Only)
1.2. Location of Proposed Development:
Location Address: 1 3 Bray Ave Semaphore Park
1.3. Certificate of Title:
Volu me:
Folio:
Copy of CT supplied? No
1.4. Cost of the Proposed Development: (Please note: Council may require written justification to verify costs).
[$300,000.00
1.5. Detailed Description of Proposed Development:
1.6. Demolition Proposal:
I Please refer to separate Demolition Proposal Form if atlicable.
1.7. Does a regulated or significant tree exist on the site or on adjoining land which might be affected
(including damage to tree roots) by the proposed development?
1.8. Regulated or Significant Tree Proposal Details:
F Please refer to seoarate Regulated or Significant Tree Proposal Form if aoolicable.
City of Charles Sturt 72 Woodville Road, Woodville, South Australia 5011 T 08 8408 1111 F 08 8408 1122 www.charlessturt.sa.gov.au
2. Details of Parties:
Please note: All correspondence and stamped plans will be emailed to the applicant at the nominated email
address below. In the event of multiple applicants, the addressee will be the first named. If additional copies of the
decision and stamped plans are required, please contact the applicant. Council will only be providing one copy to
the applicant.
2.1. Applicant Details:
Name: Company 365 Studio Pty Ltd
Postal Address: 64 Halifax ADELAIDE SA 5000
Email Address: [email protected]
Phone 1: 8231 5548
Phone 2:
2.2. Builder Details:
To be Advised
2.3. Owner(s) of Subject Land Details:
Name 1: MrJoeAUevi
Postal Address: 3 Bray Ave SEMAPHORE PARK SA 5019
Email Address:
Phone 1: 82315548
Phone 2:
2.4. Contact Person for Further Information: (if otherthan the applicant)
Same as Applicant Details
Has the Construction Industry Training Fund Act 1993 Levy been paid if the development cost is over $40,000?
Site Declarations - New Dwellings, Dwelling Additions and Ca rports/G a rages:
If the proposed building includes a garage/carport, does it gain driveway access from:
I • an existing driveway or authorised access point; or I
4.1. Is there a tree on council land in the way of works, or within 2m of the proposed works?
Approximate height of tree: metres
Approximate Trunk Circumference: I metres
** All trees will be assessed by Council's Technical Arboriculture Officer; if the tree is required to be removed all
removal costs will be charged back to Applicant. All removal works will be done by Council's Arboriculture Team.
Current Land and Property Use (e.g. dwelling, shop, industry, warehouse):
5.1. What is the current land and IroDertv use:
Residential
5.2. What is the historic use of land:
I Residential
5.3. Are there any easements on the land?
2
5.4. Is there a brush fence within 3 metres of the DroQosed building work?
Building Classification Details:
6.1. Existing Building Classification(s):
Class 1(a) - Detached dwelling, semi-detached dwelling/ group dwellings/ row dwelling(s) I Class 10 (a) - Non-
habitable Outbuilding (garage, carport, verandah)
6.2. Building Classification Sought:
Class 1(a) - Detached dwelling, semi-detached dwelling/ group dwellings/ row dwelling(s) I Class 10 (a) - Non-
habitable Outbuilding (garage, carport, verandah)
Commercial!lndustrial Applications:
7.1. Number of employees:
7.2. Number of males: -
7.3. Number of females:
Application Fees - Current at July 2016:
Please click here to view the application fees. Please note that fees will be determined once the application has
been received and you will be advised accordingly.
Decision Notification Distribution:
Decision Notices and associated documentation will be distributed by email to the applicant's email address
included on this form. Council's preferred method of communication is by email in line with reducing our impact on
the environment.
Powerline Clearance Declaration:
Yes - Refer to separate Powerline Clearance Declaration Form
If determined by the Assessing Officer that a Powerline Clearance Declaration is required, your application will be
referred to the Technical Regulator and you will be charged the applicable fee of $222 or higher depending on the
development cost. -
Accepted By: Applicant
Note: By accepting this charge and paying the applicable fee, your application will now be referred to the Technical
Regulator resulting in a minimum 6 week delay.
3
Development Privacy Policy: / acknowledge that copies of this application and supporting documentation may be provided to interested persons in accordance with the 'Development Regulations 2008 and Development Act 1993 and where public notification is required may be available on Council's website. Information included within this application will be publicly available on Council's website within the Development Application Register and On Line Development Application Tracking System.
Details provided by the applicant, written representations and other technical reports form part of the reports attached to Council agendas. The agenda, minutes and accompanying report is made available on Council's website. Inform atioh, including names and addresses recorded in these documents can therefore be searched by the various website search engines. Accepted Accepted By: I Applicant
Council Privacy Policy: By submitting this form, / consent to the City of Charles Sturt collecting, retaining and using my personal information provided in line with Council's Privacy Policy. Accepted Accepted By: I Applicant
Please note - Lodgement of the application will not take place until all relevant information has been received and fees have been paid.
El
..•...•...•.+. ...•. ... ........•... ..•• ... . •••.•••••.•.••• ...... .. (5 • .•
.. • Powerline Clearance Declaration of Applicant Form
Pursuant to Clause 2A(1) of Schedule 5 of the Development Regulations 2008
Note: If your development involves the construction of a 'building' (as defined in Section 4(1) of the Development
Act 1993), including swimming pools, but excluding fences less than 2.0m in height, this form is required to be
completed in accordance with Section 86 of the Electricity Act 1996 to ensure clearance of powerlines both aboveground and underground. For further information please refer to the 'Building Safely Near Powerlines'
brochure prepared by the Technical Regulator.
1. Aoolicant Details:
Name: Company 365 Studio Pty Ltd
Postal Address: 64 Halifax ADELAIDE SA 5000
Email Address: [email protected]
Phonel: 82315548
Phone 2:
Development Details:
2.1. Development Application Number:
j252/ I
2.2. Date of Application: I 21/09/2017
2.3. Location of Proposed Development:
I 3Brav Ave Semaohore Park I
2.4. Description of Pro
2.4.1. Further Details of Pr000sed Development:
Declaration: I, being the applicant, or on be ha If of the applicant, for the development described above, / declare that the proposed development will involve the construction of a building which would, if constructed in accordance with the plans submitted, not be contrary to the regulations prescribed for the purposes of section 86 of the Electricity Act 1996. I make this declaration under Clause 2A(1) of ScheduleS of the Development Requlations 2008.
City of Charles Sturt 72 Woodville Road, Woodville, South Australia 5011 108 8408 1111 F 08 8408 1122 www.charlessturt.sa.gov.au
4. Privacy Policy: By submitting this form, / consent to the City of Charles Sturt collecting, retaining and using my personal information provided
in line with Council's Privacy Policy.
Accepted
Accepted By: Applicant
Please note that fees will be determined once the application has been received and you will be advised accordingly. Lodgement of the application will not take place until all relevant information has been received and fees have been paid.
Govererneit of South Australia Sj?; bi'p.trlmcnt of Pftiinç,
npondtafrasruclute
Product Register Search (CT 5271/719)
Date/Time 29/09/2017 04:17PM
Customer Reference 252/2437/17
Order ID 20170929010057
Cost $2825
REAL PROPERTY ACT, IUS
The Registrar-General certifies that this Title Register Search displays the records maintained in the Register Book and other notations at the time of searching.
nto
lta
Certificate of Title - Volume 5271 Folio 719 Parent Title(s) CT 4386/379
Creating Dealing(s) CONVERTED TITLE
Title Issued 07/06/1995 Edition 10 Edition Issued 16/11/2015
Estate Type FEE SIMPLE
Registered Proprietor GIUSEPPE ALLEVI
OF 3 BRAY AVENUE SEMAPHORE PARK SA 5019 1 /2 SHARE
LAURA PICCOLO OF 3 BRAY AVENUE SEMAPHORE PARK SA 5019 1/2 SHARE
Description of Land ALLOTMENT 31 DEPOSITED PLAN 1871 IN THE AREA NAMED SEMAPHORE PARK HUNDRED OF PORT ADELAIDE
Easements TOGETHER WITH RIGHT(S) OF WAY OVER RIGHT(S) OF WAY A AND RIGHT(S) OF WAY B AS ORIGINALLY DELINEATED IN DP 1871
Schedule of Dealings Dealing Number Description
12415395 MORTGAGE TO AUSTRALIA & NEW ZEALAND BANKING GROUP LTD. (ACN: 005 357 522)
Notations Dealings Affecting Title NIL
Priority Notices NIL
Notations on Plan NIL
Registrar-General's Notes NIL
Administrative Interests NIL
Land Services Page 17 2
Copyright Privacy Disclaimer: ww.saiIis.sa.gov.aufhome/showCopyright www.sailis.sa.gov.au/home/showPrivacyStatement www.sailis.sa.gov.au/home/showDisclaimer
Product Register Search (CT 5271/719)
tovernrnentof South Autralla Date/Time 29/09/2017 04:17PM
Depanmerti Customer Reference 252/2437/17
1spoi and InfraStrtKtLrfC Order ID 20170929010057
Cost $28.25
zo\
kc 24-
3'
32 LP O
62L
ØA
"11 >
3
0
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MV
o 10 20 30 40 Metres I I I
Land Services Page 2
Copyright Privacy Disclaimer: www.sailis.sa.gov.au/home/showCopyright www.sailis.sa.gov.au/home/showPrivacyStatement www.sailis.sa.gov.au/homelshowDisclaimer
(D J)
BRAy AVE
PROPOSED SITE PLAN SCALE 1:200
CARPORT ELEVATION SIDE
CARPORT ELEVATION SIDE
1000
LANDSCAPING LEGEND:
GROUND COVERS HEIGHT/SPACING (m) PLANTS HEIGHT ImI SPACING ImI
Cl
DIETES IRIDIOlDES 0.5-0.7 0.5-07
DIANELLA PRUNING UTOPIA SIZE VARIES BETWEEN
El 50-100mn HIGH WITH A ORANGE JESDAMINE 1.0-2.5 0.8-1.2 SPACING OF 1-2 METRES
LDMANDRA
TREES
MYOPORUM FINE -
LEAP WHITE
TUTMUS LONGBCADIJS PRUNUS CEFEDSIFEF1A 5.0 4.0
MORUS NIGRA 3.0 4.0
ym
NOT FOR CONSTRUCTION FOR DISCUSSION PURPOSE ONLY
EXISTING NEIGHBORS GUM TREE TRUNK 0 OF iBM TAKEN FROM
1 M ABOVE GROUND LEVEL
1000
, 1
6000
3659
EXISTING DWELLING RES1
AVG SITE AREA 300sqm
PUS 60sqnT
6000
TI:.. :. .
CC I 5010w ROLLER DOOR
DASHED UNE DENOTES
EXTENTOF PERGOLA
TO BE REMOVED
215011 COLORBOND GOOD
NEIGHBOR FENCE
AMENDED
PLAN
ISSUE AMENDMENT DATE
A-F ISSUE 2017-2018
0 PLANN1NG ISSUE 25.01.18
ThreeSxRve DESIGN,STUDIO
64 HALIFAX ST ADELAIDE SA 5000 AUSTRALIA 1 +618 8231 5548 [email protected] VMN.365STUDIO.COM.AU
CU EAT.
JOE ALLEV1
PROJECT:
PROPOSED DEVELOPMENT
ADDRESS
3 BRAY AVE
SEMAPHORE PARK, SA
ALL DIMENSIONS ARE APPRORIMATE AND MUST BE CHECKED BEFORE ANT CONSTRUCTION COMMENCES. ANT DISCREPANCIES OR ISSUE ARE TO BE NOTiFIED TO 585 STUDIO PTA LTD PRIOR TO TENDERING OR CONSTRUCTION.
00 NOT SCALE FROM THIS DRAWING
SCALE: DRAWN BY: DRAWING No
1:200 @ A3 AC/RV 1 DI 4
ISSUE JOB NUMBER
G 019-07-17/PD01 THESE DRAWINGS ARE CTPYRIOHT AND REMRJN THE PROPERTY OF SOB STUDIO, REPRODUCTION OF ANY PART OF THESE DRAWINGS IS STRICTLY PROHIBITED WITHOUT WRITTEN CONSENT
COPYRIGHT ©
LU'
1r -H
7
GARAGE 6000x5800mm
-I---------------------- -
5010W PORCH I P-UFO DOOR
L
[pLING 1
RY
LJ 7
GARAGE I 6000x5800mm
I
PORCH 5010W
P4JFT DOOR I ____ —
IDWELLING 2
ENTRY ENTRY (1.2M WIDE) I )1.2M WISE)
NOT FOR CONSTRUCTION FOR DISCUSSION PURPOSE ONLY
AMENDED PLAN
ALFRESCO ALFRESCO 33000300mm 330003300mm
MEALS/LIVING r1 I 395Ox6500mm
F: I L___ J OURIOF OF UPPER FLOOR
fl
QO KITCHEN LIJ
I I
MEALS/LIVING 39590500mm I
I F
OUTUNE OF UPPER FLOOR L_ En
Eli KITCHEN
DWELLING 1 & 2 AREA SCM
LOWER LIVING 57.60 UPPER LIVING 72.55 GARAGE 35.55 PORCH 2.30 ALFRESCO 11.00 TOTAL 179.00
ISSUE OMENOMENT DOTE
O CONCEPT ISSUE 30.08.17
B CONCEPT ISSUE 05.09.17
C PLANNINGI050E 28.11.17
O P1.0718180 ISSUE 14.12.07
E PLANNING ISSUE 17.01.18
F PLANNING ISSUE 22.01.18
ThireeSxRve 000IGN.STLIDIO
64 HALIFAX ST ADELAIDE SA 5000 AUSTRALIA T +618 8231 5548 [email protected] WWW.365STUOIO.COM.AU CLIENT
JOE ALLEVI
P RU J OCT
PROPOSED DEVELOPMENT
ADDRESS:
3 BRAY AVE SEMAPHORE PARK, SA
C~ Dl & D2 GROUND FLOOR PLANS SCALE 1:100
ALL OIMENSIONS ARE APPROXIMATE AND MUST BE CHECKED BEFORE ANY CONSTRUCTION COMMENCES. ANY DISCREPANCIES OR ISSUE ARE TO BE 8501110010305 511.1010 PTA LTD PRIOR TO TENDERING OX CONSTRUCTION.
DO NOT SCALE PROM THIS DRAWING
SCALE: DRAWN BY DRAWING No:
1:100@A3 AC/RV 2014
ISSUE JOB NUMBER:
F 019-07-17/PD02 ThESE ORAV.1NSS ARE COPYRIGHT AND REMAIN THE PROPERTY OF 365 STUDIO, REPRODUCTIS N OF ANY PART OF THESE DRAWINGS IS STRICTLY PROHIRITES 80110001 WTYITTEN CON SIT
COPYRIGHT jii()
DWELLING 1 DWELLING 2
NOT FOR CONSTRUCTION FOR DISCUSSION PURPOSE ONLY
F~'k I
PLAN
,F----
OUTLINE OF GROUND FLOOR
-
OUflJNEOFGROUNDFLOOR-
-J
1
----a
DWELLING 1 & 2 AREA SCM
LOWER LIVING 51.60 UPPER LIVING 72.55 GARAGE 35.55 PORCH 2.30 ALFRESCO 11.00 TOTAL 179.00
ISSUE AMENDMENT DATE
A CONCEPT ISSUE 30.08.17
B CONCEPT ISSUE 05.09.17
C PLANNING ISSUE 2811.17
PLANNING ISSUE 14.12.17
PLANNING ISSUE 17.01.18
F PLANNING ISSUE 22.01.18
Th ireeSx R ve DESIGN.STU 010
64 HALIFAX ST ADELAIDE SA 5000 AUSTRALIA T +618 8231 5548 [email protected] W'.NW.365STUDIO.COM.AU
CLIENT:
JOE ALLEVI
PNDJECT:
PROPOSED DEVELOPMENT
ADDRESS:
3BRAYAVE SEMAPHORE PARK, SA
ALL DIMENSIONS ARE APPROXIMATE AND MUST BE CHECKED BEFORE ANT CONITAUCTION COMMENCES. ANT DISCNEPMBCIES DR ISSUE ARE TOBE NOTiFIED TO 365 STUDIO PTY LTD PRIOR TO TENDERINS OR CDNSTNUCTISN
J) Dl & 02 UPPER FLOOR PLANS SCALE 1:100
DO NOT SCALE PROM THIS DRAWING
SCALE: DRAWN BY. DRAWING No:
1:100@A3 AC/RV 30f4
ISSUE: J08 NUMBER
F 019-07-17/PD03 ThESE DRAWiNGS XXX COPYRIGHT AND NEMRJN THE PROPERTY OP INS STUDIO, REPRODUCTION SPENT PANT OF THESE DOAWINSS IS STRICTLY PROHIBITED EITXOUTWRITTAD CON NT
COPYRIGHT ti
0
1
AMENDED
PLAN
ISSUE NAENDMENT DATE
A CONCEPT ISSUE 30.06.17
B CONCEPT ISSUE 05.09.17
C PLANNING ISSUE 2851.17
o PLANNING ISSUE 14.12.17
PLANNING ISSUE 17.01.18
F PLANNING ISSUE 22.01.18
ThireeSxRve DESIGN.STUDIO
NOT FOR CONSTRUCTION
FOR DISCUSSION PURPOSE ONLY
RENDA PANEL LIGHTWEIGHT CONSTRUCTION
Dl FRONT ELEVATION
RENDA PANEL LIGHTWEIGHT CONSTRUCTION
OBSCURE GLAZING TO [___BOUNDARY WALL WET AREA
BOUNDARY WALL— OBSCURE GLAZING TO— —RENDA PANEL LIGHTWEIGHT 64 HALIFAX ST WET AREA CONSTRUCTION ADELAIDE SA 5000 AUSTRALIA
T +616 8231 5548 [email protected] YWQYV 3BSSTUOIO COM AU
- .. .
CL-— - - -- --
---- JOEALLEVI
JD jE - - PROSED DEVELOPMENT
ADDRESS - .. .. ., .. .. .... .-. ... .... -..
-: H ...... ...8I 3BRAYAVE
CD SEMAPHORE PARK SA
ALL DIMENSIONS ARE APPROXIMATE AND MUST BE CHECKED FFL——
—
'-.--. - - BEPORE ANY CONSTRUCTION COMMENCES ANY I
DISCREPANCIES SR ISSUE ARE TO BE NOOFDD 17255 STEDIO T. .T. - . -. . . - - ---- PTYLTDPRIORTOTENDERINGSRCSNSTRUCTION.
DO NOT SCALE FROM THIS DRAWING
SCALE DRAWN BY DRAWING N
1100 @ A3 AC/RV 4o14
ISSUE JOB NUMBER:
F 019 07 17/P004 THESE DRAWINGS ARE COPYRIGHT ASS REMAN THE PROPERTE
FPL - ____________________________________________________________________________ - . . - ___________ - OF 365 STUDIO, REPRODUCTION OF ANY PART OF THESE 01 - - - _____________________________________________________________________ ______________________________________________ ________________________ = DRAWINGS IS STRICTLY PROHIBITED WITHOUT WRITTEN CON NT
ELEVATIONS SCALE 1:100 D2 SIDE ELEVATION C 0 P YR I G H T IQ
IP 2.36P 2.30
0 Yiy
FALL
LGS4
RESIDENCE 1
JP 2.30
______ D18l
P 2.301
/W
/)
WT .96 C.OS b
rq
P 2.05
-C C
TK 2.37 1 IlL 1.73! I ICL 2.27
WT 2.27 DENOTES 100mm HIGH JIL 2.02
P 2.30 CONCRETE KERB
PROVIDE SLEEVES THROUGH FOOTINGS FOR THE PROVISION OF STORMWATER PIPES. (TYP)
FL 2.350 I
DENOTES 4,000 LITRE DETENTION/RETENTION TANK. 1,000 LITRE RAINWATER TANK PLUMBED TO WATER CLOSET, WATER HEATER OR LAUNDRY COLD WATER OUTLETS IN ACCORDANCE WITH THE BCA, 3,000 LITRE DETENTION WITH 020mm RESTRICTOR PIPE.
45
APPROXIMATE
I WHERE TREES WITHIN THE SITE BOUNDARIES ARE I FINISHED FLOOR LEVEL HAS BEEN BASED ON THE TO BE REMOVED BACKFILL THE VOIDS WITH FOLLOWING COMPACTED SATURATED SOIL. REFER TO Cl.
e 100mm THICK SLAB ON •
TION
100mm THICK QUARRY RUBBLE BASICOURSI REFER TO FOOTING PLAN AND CONSTRU
DETENTION BASIN (TOTAL SITE DETENTION BE DISCHARGED TO THE ASSUMED REBATE - 25mm HATCHED AREA DENOTES 5,600 LITRE ALL ROOF STORMWATER IS TO REPORT TO VERIFY.
11,400 LITRES FOR 1100 ARI STORM EVENT)
NEW PAVING AROUND EXISTING PROVIDE 020mm RESTRICTOR PLATES TO RESIDENCE TO MATCH EXISTING OUTLETS OF GRATED SUMPS GS1, GS2 & PAVING LEVELS. ENSURE PAVING GS3. FALL AWAY FROM RESIDENCE.
I
____
2.301 I I
DISCHARGE STORMWATE TO THE STREET WATER TABLE VIA 300rm WIDE x 50mm HIGH x 3mm THICK GALV BOX ULVERT IN ACCORDANCE WITH THE COUNCILS SFqECIFICATIONS.
DETENTION/RETENTION TANKS VIA A SEALED SYSTEM. (TYP)
CL 2.27 IL 2.02
ri TK 2.21 TK237a2. CL 2.11 I DENOTES 100mm HIGH WT2.27 IL 1.66 IL 1.56! CONCRETE KERB & GUTTER. P 2.30 P 2.141
AMENDED
PLAN
5m lOm im 2m
SCALE 1:200 ® A3
STORMWATER & DRAINAGE NOTES: LEGEND: Eg 600x600 GRATED SUMP 1. THIS IS AN ENGINEERING SURVEY ONLY AND SHALL NOT BE TAKEN AS A 6. FLEXIBLE CONNECTIONS FOR SEWER AND STORMWATER PIPES ARE EXISTING SPOT LEVEL I 90.001 DESIGN LEVEL
BOUNDARY IDENTIFICATION SURVEY. THE BOUNDARY DATA SHOWN IS TO REQUIRED FOR SOIL CLASS 'H-D' & 'E-D' SITES (REFER TO THE EXISTING CONTOUR 0 DP DOWNPIPE P PAVING LEVEL BE TAKEN AS A GUIDE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR GEOTECHNICAL/CONSTRUCTION REPORT TO VERIFY). 10 SOP SPREADER DOWNPIPE CL
1 COVER LEVEL
CORRECT DIMENSIONS AND SET-OUT POINTS. 5. PATH LEVEL AT FLOOD GULLY TO BE A MINIMUM OF 165mm BELOW - - SEALED ROOF STORMWATER PIPE 0100 uPVC - IL INVERT LEVEL
2. CONTACT DIAL BEFORE YOU DIG' PRIOR TO COMMENCEMENT OF WORKS TO FINISHED FLOOR LEVEL. - -
STORMWATER PIPE 0100 uPVC ® INSPECTION OPENING WT TK
WATER TABLE LEVEL TOP OF KERB
VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES. 6. PROVIDE 300mm COVER TO ALL STORMWATER PIPES SUBLECT TO @ 0.5% FALL (MIN.) VEHICULAR PAVING L- TRW TOP OF WALL 3. WHERE TREES ARE TO BE REMOVED, BACKFILL THE VOIDS WITH VEHICULAR LOADING, ALL OTHER PIPES TO HAVE A MINIMUM COVER OF 0150 GRATED INLET _________ BRW BOTTOM OF WALL
COMPACTED SATURATED SOIL. 150mm. NON-VEHICULAR PAVING
SUE DATE AMENDMENT APPROVED PROJECT PROPOSED RESIDENCES DRAWING TITLE CIVIL & DRAINAGE PLAN
_!L.... 25.01.18 REVISED RESTRICTOR PIPE SIZE BM AT: 3 BRAY AVENUE SCALE DRAWN ENGINEER I DATE
C 22.01.18 REVISED RESTRICTOR PIPE SIZE BM CD ' _ SUITE 6, GROUND LEVEL
SEMAPHORE PARK 1:200 BM BM 25.01.2018
B 17.12.17 REVISED SETBACK TO RESIDENCES 2&3 BM \
) 166-168 GRANGE ROAD, FLINDERS PARK SA 5025 FOR: J ALLEVI SURVEYED PROJECT No. DRAWING No.
________
ISSUE _
I SHEET SIZE
I Al -
A 13.09.17 FOR APPROVAL BM (. PH: 0413 991 106 BY OTHERS 170904 C2 0
STORMWATER DETENTION DESIG
Project 3 Bray Avenue,
Semaphore Park
Total Site Area = 927 m2
AMENDED PLAN
Job No. 170904
Date JAN '18
Eng BM
Pre-development - 1:5 ARI 59.2 mm/hr (10mm)
Pre-Development (per Residence)
Impervious Area - Al = 403 m2 Ci = 0.9 Pervious Area - Ap = 524 m2 Cp = 0.1
Cn = [(Ci x Ai) + (Cp x Ap)J/A
Cn= 0.45
Flow Rate - 05 = (Cn x I x A)/3600
05 = 6.83 Litres/sec
Post-Development (per Residence)
Site Area= 927 m2
Impervious Area Am = 716 m2 Ci = 0.9
Pervious Area - Ap 211 m2 Cp 0.1
Cn = [(Ci x Al) + (Cp x Ap)]/A
Cn = 0.72
Peak Flow Rate = 1:100 ARI 25 minute duration
THEREFORE PROVIDE 11,250 LITRES OF DETENTION REQUIRED
Orifice Desian
Paving area collecting stormwater via grated inlets/sumps - A = 173 m2
Ci= 0.9
Qpang = 2.5604 Litres/sec
Qniax = Qmtai - Qspaving
Q1llax = 6.83 Litres/sec per Residence
Qniax = 0.6 x A I(2 x g x H) where Qmax = 0.0068 g = 9.81
A 0.002967 m2 A= ? H = 0.75
A= (txD2)/4
Dlameter= 0.061 m = 61.5 mm
PROVIDE 11250 LITRES OF DETENTION WITH A 0 62 mm ORIFICE.
16
1.0 'C'
EXTENTION TO BE IN LINE WITH DRAIN SYSTEM OR ANGLED AT 45 (MAX.)
0100 (MIN.) PVC PIPE
SECTION 1 NOT TO SCALE -
w
DENSO TAPE WITH COPPER SULPHATE CRYSTAI$
STANDARD E2PANDIN1 JOINT CONNECTOR -RUBBER SEALING RING ON UPSTREAM SIDE
I.E CLOSED CEU. PD..YETHYLENE I LAGGNG AR($JND PIPE FOR SOIL CLASS U SOil 20 CLOSED CELL POL'YETHYI.ENE LAGGNG AROIJIC PIPE FOR SOIl. CLASS H Sill
SOLVE,
SECTION NOT TO SCALE
Ii
DENSO TAPE WiTh COPPER SULPHATE CRYSTAlS
2ARD EXPANSION JOINT CININECTOR ER SCALiNG PSIG ON UPSTREAJI
1.0 'A' (INSPECTION OPENING) I OP (DOWN PIPE)
OP
l op
I.O•.C. FALL
—J
A1.0 BOUNDARY LINE
—J —J
IWATER TABLE
LS T R E E T
TYPICAL DOMESTIC SEALED (PRESSURISED) DRAINAGE SYSTEM LAYOUT NOT TO SCALE
u-I >
a2 1_ I <Ix
.__uJ
2: > Ix
STREET u-I CD WATER
co E . TABLE I.O'B'I I .
BOUNDARY INSPECTION POINT '1' RISER AND SCREW ON CAP AT FINISHED SURFACE FOR FLUSHING.
GENERAL SEALED SYSTEM NOTES: STORMWATER PIPES TO HAVE A MINIMUM FALL OF 1.0% 0 IN 100) UNLESS NOTED OTHERWISE. DO NOT USE SEAMED SHEET METAL DOWN PIPES OR FITTINGS WITH A PRESSUREISEO SYSTEM. NO SURFACE INLETS (SUMPS OR GRATED INLET PITS) PERMITTED INTO SEALED SYSTEM. PROVIDE LEAF GUARDS AT DOWN PIPE INLETS.
S. FLUSHING AND MAINTENANCE IS THE RESPONSIBILITY OF THE OWNER.
I 'A'
cDcE
LLJ2
V1I—
LIJ2: JLLJ
<I- Li-IX
PRECAST CONCRETE INSPECTION POINT COVER AND SURROUND SET IN AT PAVING LEVEL
PAVING
1REDUC
EW ON CAP
IESS
COUPLING AND
0150 RISER ING SOCKET
0150 ELBO
0100 PVC
DETAIL NOT TO SCALE
GENERAL FLEXIBLE CONNECTION NOTES: DUE TO THE MOISTURE REACTIVE NATURE OF SOILS ON CLASS 'H' &
'E' SITES, IT IS REQUIRED THAT THE SERVICE PIPES INCLUDE STANDARD EXPANSION TYPE JOINT COUPLINGS. PROVIDE A FLEXIBLE CONNECTION TO PIPE IN ACCORDANCE WITH THE FOLLOWING;
CONNECTIONS ARE REQUIRED AT EACH LOCATION WHERE PIPES (50mm OR LARGER) PENETRATE OR PASS BENEATH THE EXTERNAL FOOTING BEAMS. TWO EXPANSION JOINT CONNECTORS ARE REQUIRED, AS DETAILED ABOVE, AT EACH CONNECTION.. THE DENSO TAPE MUST BE SPRINKLED WITH COPPER SULPHATE CRYSTALS PRIOR TO WRAPPING AND MUST EXTEND 50mm BEYOND THE JOINT ON EITHER SIDE. DETAILS ARE APPLICABLE TO TO SEWER AND STORMWATER PIPES. REFER TO THE CONSTRUCTION/GEOTECHNICAL REPORT FOR SOIL CLASSIFICATION.
PROJECT PROPOSED RESIDENCES
AT: 3 BRAY AVENUE SEMAPHORE PARK
FOR: J ALLEVI STORMWATER & SEWER FLEXIBLE SERVICE CONNECTION DETAILS FOR CLASS 'H' & 'E' SITES NOT TO SCALE I " STORMWATER DETAILS I
I
SCALE DRAWN ENGINEER DATE AS SHOWN BM BM 13.09.2017
SURVEYED PROJECT No. DRAWING No. ISSUE SHEET SIZE BY OTHERS 170904 C3 A I A3
4
\ SUITE 4, GROUND LEVEL 166-168 GRANGE ROAD, FLINDERS PARK SA 502E PH: 0413 991 106
E E CD Im
.r
SECTION 1 NOT TO SCALE -
PROVIDE 30mm COVER 20mm DEEP TO REINFORCEMENT. - TOOLED JOINT.
ENSURE THAT WEAKNESS IS FORMED ALONG LINE OF
N25 CONC, SL72 CENTRAL.
PAVING BASECOURSE TO
1 CONSIST OF COMPACTED I -r- GRANUALAR NON-CLAY FILL.
CONCRETE PAVING CONTROL JOINT DETAIL NOT TO SCALE
U.
.4
E E
0<
L JOINT BY ONE OR BOTH OF THE FOLLOWING OPTIONS; . CUTTING EVERY THIRD CROSS-WIRE OF THE
REINFORCEMENT. • FORCING A TROWEL THROUGH THE CONCRETE ALONG
f1 THE JOINT TO SEPERATE CONCRETE AGGREGATES.
CONTROL JOINT IN CONCRETE PAVING -
.-
DAMP PROOF
TO BE NO I lUll UU ilhll UiH nn Illn3Il, - MEMBRANE
GREATER THAN A -
// - EXTERNAL WALL
RATIO OF 1: 1.3PROPOSED BUILDING I FINISHED FLOOR LEVEL
MASTIC SEALANT (ISOLATION JOINT)
- . PROVIDE MASTIC SEALAN1
- -
I
EXTENTS OF - ,'s. \ \ I IF DRAIN IS SEPERATE
CONCRETE PAVING / " " - _________ ....: . FROM PAVING.
/ \ f-. FALL
4
WHERE NO JOTS ARE PROVIDED, INSTALL -
FOOTING (ALSO AROUND PENETRATIONS THRU PAVING) /-
___________ VAPOUR BARRIER AS SPECIFIED DENOTES ISOLATION JOINT IN CONRETE PAVING TO LIMIT CRACKING.
EXTEND VAPOUR BARRIER I PAVING BASECOURSE TO CONSIST OF -
TYPICAL CONCRETE PAVING LAYOUT AROUND BUILDING BEYOND TOP OF PATH/PAVING. COMPACTED GRANULAR NON-CLAY FILL
NOT TO SCALE
GENERAL PAVING NOTES: UNLESS NOTED OTHERWISE, PAVED AREAS SHALL HAVE A MINIMUM WIDTH OF 900mm. A PREFERABLE WIDTH OF 1200mm SHOULD BE ADOPTED FOR CLASS E-D' SITES. WHERE CONCRETE PAVEMENTS ARE ADOPTED, REFER TO THE TABLE BELOW:
CLASS 'A' OR '5' SITES - MIN. CROSSFALL1:30 • FOOT TRAFFIC [2m] - 75mm THICK CONCRETE WITH 5L52 FABRIC CENTRAL • LIGHT VEHICULAR TRAFFIC [3m] - 100mm THICK CONCRETE WITH SL62 FABRIC CENTRAL
CLASS 'H' SITES - MIN. CROSSFALL1:20 • FOOT TRAFFIC 12m] - 75mm THICK CONCRETE WITH SL52 FABRIC CENTRAL • LIGHT VEHICULAR TRAFFIC [3m] - 100mm THICK CONCRETE WITH SL62 FABRIC CENTRAL
CLASS 'H' SITES - MIN. CROSSFALL1:20 • FOOT TRAFFIC [2m1 - 75mm THICK CONCRETE WITH SL62 FABRIC CENTRAL • LIGHT VEHICULAR TRAFFIC [4m] - 100mm THICK CONCRETE WITH 5L72 FABRIC CENTRAL
CLASS 'E' SITES - MIN. CROSSFALLz1:20 • FOOT TRAFFIC [3m] - 100mm THICK CONCRETE WITH SL72 FABRIC CENTRAL • LIGHT VEHICULAR TRAFFIC [4m] - 120mm THICK CONCRETE WITH 5L82 FABRIC CENTRAL
CONCRETE PAVING AND GROUND LEVEL ADJACENT TO THE BUILDING PERIMETER SHALL BE GRADED 50mm OVER 1 METRE (1:20) AWAY FROM THE BUILDING. MINIMUM CROSSFALLS MAY ALSO BE DESIGNED IN ACCORDANCE WITH THE MAXIMUM ALLOWABLE FALLS DENOTED IN 'AS 1428 DESIGN FOR ACCESS & MOBILITY'. [Xml DENOTES THE MAXIMUM DISTANCE BETWEEN CONTROL JOINTS (NOTING THAT LENGTH OF ADJACENT SIDES SHOULD BE IN THE RATIO OF 1 TO 1.3 MAX). BRICK, BLOCK & BITUMEN PAVEMENTS SHALL ADHERE TO CROSSFALLS AS NOTED BELOW FOR CLASS 'A, 5, M, H & E' SITES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. WHERE PAVING CONSTRUCTION IS UNDERTAKEN ON CLASS 'H' OR 'E' SITES, IT IS PREFERABLE TO COMMENCE PAVING WORK AT THE END OF WINTER WHEN SITE SOIL IT STILL WET TO HELP LIMIT A REDUCTION IN CROSSFALLS. SHOULD TO BUILDING BE OCCUPIED DURING THE WINTER MONTHS WITH NO PAVING PROVIDED, ENSURE THAT THE SOIL SURFACE TO THE PERIMETER OF THE BUILDING IS MAINTAINED TO A WELL DRAINED STATE UNTIL SUCH TIME THAT PAVING IS INSTALLED. SHOULD IT BE NECESSARY TO CONSTRUCT PAVING ON THESE TYPES OF SOILS DURING OTHER TIMES OF THE YEAR, I.E THE END OF SUMMER, THE CROSSFALLS SHALL BE TWICE OF THAT INDICATED IN NOTE "2". SHOULD TO DWELLING BE OCCUPIED DURING THE WINTER MONTHS WITH NO PAVING PROVIDED, ENSURE THAT THE SOIL SURFACE TO THE PERIMETER OF THE BUILDING IS MAINTAINED TO A WELL DRAINED STATE UNTIL SUCH TIME THAT PAVING IS INSTALLED. ALL PAVEMENTS MUST BE SET DOWN 75mm BELOW THE REBATE. PAVING SHALL BE PREPARED ON A FIRM CLEAN BASE WHERE ALL BUILDING DEBRIS IS REMOVED FROM THE PERIMETER OF THE BUILDING. A COMPACTED QUARRY RUBBLE BASE IS TO BE PROVIDED AS REQUIRED TO ELEVATE PAVING AND ACHIEVE NECESSARY CROSSFALLS. PAVEMENTS SHALL NOT BREACH THE DAMP PROOF COURSE OR BUILT-IN DAMP PROOF MEMBRANE UNLESS OTHER ADEQUATE DAMP-PROOFING MEASURES HAVE BEEN TAKEN. REACTIVE SOILS MAY CAUSE PAVING TO SEPERATE HORIZONTALLY FROM THE BUILDING PERIMETER. IT IS IMPORTANT THAT ANY GAPS BETWEEN THE BUILDING AND PAVING BE IMMEDIATLEY SEALED WITH A FLEXIBLE MASTIC SEALANT. PROVIDE EGDE DRAINS WHERE NECESSARY TO DIVERT RUNOOF CLEAR OF THE BUILDING. PROVIDE TERMITE PROTECTION TO AS 3660.1.
RETAINING PLINTH DETAIL N.T.S
WALL TO BE ENTIRELY I FOUNDED INTO FIRM NATURAL GROUND.
15 0mm (MIN)
F CONCRETE SPOON DRAIN AS SPECIFIED.
SLOPE
LJ
WHERE NATURAL GROUND LEVEL FALLS TOWARDS PAVING, PROVIDE ONE OF THE FOLLOWING OPTIONS AS REQUIRED; • CONCRETE SPOON DRAIN FORMED ALONG
THE EDGE OF PAVING. • SEPERATE FROM PAVING. • BLOCKS/BRICKS SET IN MORTAR.
AT: 3 BRAY AVENUE SEMAPHORE PARK
FOR: J ALLEVI DRAWING TITLE
EARTHWORKS & PAVING DETAILS SCALE DRAWN ENGINEER DATE
AS SHOWN
PROJECT PROPOSED RESIDENCES
rb
BM BM 13.09.2017
SURVEYED PROJECT No. DRAWING No. ISSUE SHEET SIZE BY OTHERS 170904 C4 A A3
$ S
SUITE 4, GROUND LEVEL 166-168 GRANGE ROAD, FLINDERS PARK SA 502 PH: 0413 991 106
HEAVY DUTY GATIC COVER TO SUIT OR SIMILAR APPROVED. CONCRETE, BITUMEN,
PAVING OR GRASS
20mm RADIUS (TYP)
FINISHED PAVEMENT LEVEL: TO BE 5mm PROUD OF GUTTER
PAVEMENT BASECOURSE AS SPECIFIED
100mm THICK (MIN.) COMPACTED PM2/20QG (20mm QUARRY RUBBLE)
COMPACTED SUBGRADE
1]: DENOTES PIPE :1 > PENETRATION
Cl
SL82 FABRIC +
CENTRAL
I I
I WIDTH I I 150mm AS SPECIFIED 150mm
GRATED SUMP 1:20
NOTES: REFER TO STORMWATERPIT SCHEDULE FOR PIT DIMENSIONS. PENETRATION FOR PIPES SHALL BE APPROX. 50mm GREATER THAN THE OVERALL DIAMETER OF PIPE. PIPES SHALL BE FINISHED FLUSH WITH THE INTERNAL FACE OF THE SUMP. A STIFF MORTAR MIX SHALL BE PACKED INTO THE SPACE FROM BOTH SIDES OF STRUCTURE. THE INTERNAL FACE SHALL BE FINISHED SMOOTH AND A 150mm THICK BAND ON CONCRETE SHALL BE POURED OUTSIDE THE SUMP TO SEA THE PENETRATION. WHERE SUMPS CONSIST OF MORE THAN ONE PRECAST UNIT, THE JOINTS SHALL BE SEALED WITH BUTYL MASTIC FLEXIBLE PIPE SEALANT AROUND THE OUTSIDE AND A 1:3 SAND CEMENT GROUT ON THE INSIDE OF THE SUMP.
UNIT PAVING: 60mm THICK (MAX.)
BEDDING SAND: 25mm THICK
BASECOURSE: 100mm THICK PM2/20QG - 20mm QUARRY RUBBLE COMPACTION - 95% MODIFIED
SUBGRADE: COMPACTION - 98% STANDARD
UNIT PAVEMENT NON-VEHICULAR
1:10
UNIT PAVING: 80mm THICK (MAX.)
BEDDING SAND: 30mm THICK
BASECOURSE: 150mm THICK / 1 .L' PM1/20QG - 20mm FINE CRUSHED ROCK
' ] COMPACTION - 98% MODIFIED
SUBGRADE: COMPACTION - 98% STANDARD
100mm HIGH KERB & GUTTER 1:10
NOTE: PROVIDE 10mm WIDE x 20mm DEEP TOOLED JOINTS AT 3.0m CRS (MAX.) FORCE A TROWEL THOUGH JOINTS DURING CONCRETE POUR TO SEPARATE AGGREGATES AND INFLUENCE CRACKING AT THESE LOCATIONS.
100mm 25mm
20mm RADIUS
FINISHED PAVEMENT LEVEL E.
Ln PAVEMENT BASECOURSE AS Ln SPECIFIED
100mm THICK (MIN.) COMPACTED PM2/20GG (20mm QUARRY RUBBLE)
COMPACTED SUBGRADE
100mm HIGH KERB 1:10
NOTE: PROVIDE 10mm WIDE x 20mm DEEP TOOLED JOINTS AT 3.0m CRS (MAX.) PROJECT PROPOSED RESIDENCES FORCE A TROWEL THOUGH JOINTS TO SEPARATE AGGREGATES AND INFLUENCE CRACKING AT THESE LOCATIONS.
AT: 3 BRAY AVENUE SEMAPHORE PARK
FOR: J ALLEVI
CIVIL DETAILS SCALE DRAWN ENGINEER DATE
AS SHOWN BM BM 13.09.2017
SURVEYED I PROJECT No. I DRAWING No. ISSUE SHEET SIZE
BY OTHERS1 170904 1 C I A I A3
s..."- _... .•,,
4 4
UNIT PAVEMENT VEHICULAR
1:10
4 S
SUITE 4, GROUND LEVEL 166-168 GRANGE ROAD, FLINOERS PARK SA 5021 PH: 0413 991 106
PEAK FLOW CALCULATIONS - 100 YEAR AVERAGE RECURRENCE INTERVAL
Cn = 0.72 Denotes MAXIMUM Peak Flow
Site Area= 927 m2
Project 3 Bray Avenue,
Semaphore Park
Page CC2/A
Job No. 170904
Date SEP17
Eng BM
Volume Progression Over 60 Minutes
0 5 10 15 20 25 30 35 40 45 50 55 50 65 Qb 6.83 0.00 1023.91 2047.83 2047.83 2047.83 2047.83 2047.83 2047.83 2047.83 2047.83 2047.83 2047.83 2047.83 2047.83
AR! For 100 Year Event Flow Rate Over 60 Minutes
0 5157.625 0 4134 Litres i5 = 186.0 mm/hr 05 34.38 L/sec
i10 = 136.0 mm/hr 010 25.14 L/sec 0 3771.17 7542.33 0 8242 Litres
5 = 110.0 mm/hr 015 20.33 L/sec 0 3050.21 6100.42 6100.42 0 10131 Litres
i20 = 94.0 mm/hr 020 17.38 L/sec 0 2606.54 5213.08 5213.08 5213.08 0 11078 Litres
i30 = 73.0 mm/hr Q30 13.49 L/sec 0 2024.23 4048.46 4048.46 4048.46 4048.46 4048.46 0 11003 Litres
35 = 66.5 mm/hr Q35 12.29 L/sec 0 1843.99 3687.98 3687.98 3687.98 3687.98 3687.98 3687.98 0 10661 Litres
40 = 61.0 mm/hr Q40 11.28 L/sec 0 1591.48 3382.96 3382.96 3382.96 3382.96 3382.96 3382.96 3382.95 0 10013 Litres
i45 = 57.0 mm/hr 045 10.54 L/sec 0 1580.56 3161.13 3161.13 3161.13 3161.13 3161.13 3161.13 3161.13 3161.13 0 9463 Litres
50 = 53.0 mm/hr 050 9.80 L/sec 0 1469.65 2939.29 2939.29 2939.29 2939.29 2939.29 2939.29 2939.29 2939.29 2939.29 0 8469 Litres
i55 = 49.5 mm/hr Q55 9.15 L/sec 0 1372.59 2745.19 2745.19 2745.19 2745.19 2745.19 2745.19 2745.19 2745.19 2745.19 2745.19 0 7322 Litres
60 = 46.6 mm/hr IQ60 8.61 L/sec 1 0 1292.18 2584.35 2584.36 2584.36 2584.36 2584.36 2584.36 2584.36 2584.36 2584.36 2584.36 2584.36 0 6170 Litres
8000.00
7000.00
6000.00
5000.00
4000.00
3000.00
2000.00
1000.00
0.00
0 5 10 15 20 25 30 35 40 45 50 55 60 55
- Base Flow
-05
-010
-015
-020
-025
-030
-035
Q40
045
20
•....,...••.... .... ... . .. .•.•.....•... ...• ... . . •.•..•••,,.,.••• ...., .. ,.
UStatement of Representation Form Pursuant to Section 38 of the Development Act 1993
Under the DevelopmentAct 1993, any person may, in accordance with regulations, make a representation in writing
to the relevant authority in relation to the granting of a refusal of consent for a Category 2 or Category 3
development application.
Please note that pursuant to section 38(17) of the DevelopmentAct 1993, if the application involves a Category 2
notification and you were not entitled to receive notice of the application in accordance with the DevelopmentAct
1993 and Development Regulations 2008, you cannot make a representation in relation to the application.
NB: All correspondence in relation to your submission will be provided by email.
Representations:
Representations must be made in writing and a Statement of Representation form must be completed and supplied.
The Statement of Representation form requires persons making a representation to state their name and address
and describe the reasons for their representation and how the issues would be overcome.
The written statement is more likely to be effective if it refers to the provisions of the Charles Sturt Development
Plan. This can be accessed at the City of Charles Sturt website at www.charlessturt.sa.gov.au.
Copies of representations are forwarded to the applicant and the applicant is given the opportunity to respond in writing to the representation.
It is not necessary to attend a Development Assessment Panel meeting, however you may choose to do so to make a
verbal presentation of your concerns. Please note that the time for making verbal presentations will be limited to approximately 5 minutes.
For Category 2 development, the Council may determine to allow a Representor to appear before Council to present
their representation. For Category 3 development, Council must allowa Representor to appear to make their
representations. The applicant is also allowed to appear in order to respond to any representations.
Council advises Representors with notice of its decision. In the case of a Category 3 development, Representors have
the right to lodge an appeal against the decision with the Environment, Resources and Development Court.
Development Details:
Development Application Number: 253/2437/17
Development Address: 3 bray avenue semaphore park
Person Making Representation:
Name: Mr Nicholas Waite
Address: 5 Bray Avenue semaphore park
Postal Address:
Email: [email protected]
Phone 1: 0400129064
Phone 2:
City of Charles Sturt 72 Woodville Road, Woodville, South Australia 5011 T 08 8408 1111 F 08 8408 1122 www.charlessturt.sa.gov.au
1
Please indicate whether you wish to personally present your statement to the Development Assessment Panel:
I do not wish to make a verbal oresentation
Nature of interest in development:
Adjoining resident
Issues that I/we would like to raise:
From the plans provided for review; the position of the two new dwellings to the rear of block would provide
unrestricted viewing into my back yard and pool enclosure. I request that the upper master bedroom (and
wardrobe) window panes have obscured glass installed to provide fair privacy for my family when using rear
alfresco and yard/ pool areas.
These issues would be overcome by:
Provision for obscured glass to window openings viewing into 5 Bray Avenue yard space on both new dwellings.
I would like an officer of Council to contact me to discuss my submission:
Yes
Acknowledgement:
/ acknowledge that copies of this representation and supporting documentation may be provided to interested
persons in accordance with Development Regulations 2008 and may be available on Council's website.
Written representations form part of the reports attached to Council agendas. The agenda, minutes and
accompanying report is made available on Council's website. Information, including names and addresses recorded in
these documents can therefore be searched by various website search engines.
Acknowledged
Privacy Policy:
By submitting this form, I consent to the City of Charles Sturt collecting, retaining and using my personal information
provided in line with Council's Privacy Policy.
Page 2 of 2
2
•.........•.... .... ... . .. ..••..,..•.•. ..., ... . •.........l,..... ..,.. ,. Statement of Representation Form Pursuant to Section 38 of the Development Act 1993
Under the Development Act 1993, any person may, in accordance with regulations, make a representation in writing
to the relevant authority in relation to the granting of a refusal of consent for a Category 2 or Category 3
development application.
Please note that pursuant to section 38(17) of the Development Act 1993, if the application involves a Category 2
notification and you were not entitled to receive notice of the application in accordance with the Development Act
1993 and Development Regulations 2008, you cannot make a representation in relation to the application.
NB: All correspondence in relation to your submission will be provided by email.
Representations:
Representations must be made in writing and a Statement of Representation form must be completed and supplied.
The Statement of Representation form requires persons making a representation to state their name and address
and describe the reasons for their representation and how the issues would be overcome.
The written statement is more likely to be effective if it refers to the provisions of the Charles Sturt Development
This can be accessed at the City of Charles Sturt website at www.charlessturt.sa.gov.au.
Copies of representations are forwarded to the applicant and the applicant is given the opportunity to respond in
writing to the representation.
It is not necessary to attend a Development Assessment Panel meeting, however you may choose to do so to make a
verbal presentation of your concerns. Please note that the time for making verbal presentations will be limited to
approximately 5 minutes.
For Category 2 development, the Council may determine to allow a Representor to appear before Council to present
their representation. For Category 3 development, Council must allow a Representor to appear to make their
representations. The applicant is also allowed to appear in order to respond to any representations.
Council advises Representors with notice of its decision. In the case of a Category 3 development, Representors have
the right to lodge an appeal against the decision with the Environment, Resources and Development Court.
Development Details:
Development Application Number: 252/2437/17
Development Address: 3 Bray Avenue Semaphore Park SA 5019
Person Making Representation:
Name: Ms Kirsty Dunn
Address: 1 Bray Avenue Semaphore Park SA 5019
Postal Address:
Email: [email protected]
Phone 1: 0408836610
Phone 2:
City of Charles Sturt 72 Woodville Road, Woodville, South Australia 5011 T 08 8408 1111 F 08 8408 1122 www.charlessturt.sa.gov.au
KI
Please indicate whether you wish to personally present your statement to the Development Assessment Panel:
I do not wish to make a verbal oresentation
Nature of interest in development:
I Adioinin& resident
Issues that I/we would like to raise:
Although the property the subject of the development application and our own property are of significant size and
on that basis alone seem suitable for subdivision, they are very narrow and as a consequence the dwellings are in
close proximity.
The proposed development falls within Mid Suburban Policy Area 16 which is designated low density. While the
proposed development meets the minimum requirements for site areas, the shape of the properties and the
resultant proximity of the new dwellings to each other and to our property (becoming the boundary line) should be
taken into consideration.
The proximity with the existing dwelling already results in significant noise being heard on our property from the
property the subject of the development application (and, we would assume, vice versa). The addition of two more
dwellings on the property (with even closer proximity) will have the likely effect of increasing the noise disturbance
exponentially and having an adverse impact on the enjoyment and amenity of our own property.
In particular, the existing driveway which is proposed to be used by all three dwellings proposed in the application
is located on the boundary line with our property and passes by our master bedroom and our second bedroom.
The primary part of our dwelling was built in the 1920s and does not have solid walls, noise from outside travels
easily into the house. Currently the noise from the vehicles using the existing driveway is considerable and can be
heard quite late at night. This development proposes to multiply the vehicular traffic by three. This is an
unacceptable intrusion on the use and enjoyment of our property. The plans do not indicate an intention to have 1
metre of landscaping adjacent to the driveway in accordance with paragraph 7 of the "Design and Layout" section
of the "Land Division" part of the development plan. That non compliance with the development plan is likely to
make any noise disturbance worse.
In the "Landscaping, Fences and Walls" part of the Development Plan in paragraph 4 of "Principles of Development
Control" it requires that fences and walls on side boundaries should be of sufficient height to maintain privacy
without affecting the visual amenity or access to sunlight of adjoining land. Currently there does not appear to be a
proposal for the fencing between our property and the proposed development other than that portion where the
development itself forms the boundary wall. It is essential that if the proposed development goes ahead, sufficient
fencing is installed to ensure privacy and amenity is maintained given the proximity of the proposed development
to our property, the increase in people living adjacent to our property and the additional vehicular traffic along the
fence line.
We also are concerned that the proximity of the dwelling to the boundary may create shading affecting the
amenity of our backyard and in particular our pool area. The application does not include any diagrams or plans
showing the likely overshadowing of the property so we are unable to comment further on whether this is in
compliance with paragraph 2 of the "Principles of Development Control" in the "Design and Appearance Part" or
the "Overshadowing" part both within the "General Section" of the Development Plan. However, we would like
this to be investigated and considered by the council as part of any decision on the application.
These issues would be overcome by:
Some of these issues cannot be overcome on the current application and could only be addressed by refusing the
application.
However, at a minimum, we would like:
- the applicant to be required to provide diagrams showing likely overshadowing of our property to the council to
Page 2 of 3
be considered by the council prior to its making a decision on the application. - it to be a condition of any approval that the applicant install at its own cost fences of no less than 2 metres in
height between our property and the property the subject of the development along the entire boundary line
including where the existing dwelling is (with the exception of the part where the building itself will be the fence)
to ensure privacy and to reduce noise from the driveway.
- it to be a condition of any approval that the applicant have landscaping of im in width between the boundary line
and the handle of the battleaxe in accordance with paragraph 7 of the 'Design and Layout" section of the "Land
Division" part of the development plan and that this landscaping be designed to act as a screen and buffer from
driveway noise.
I would like an officer of Council to contact me to discuss my submission:
No
Acknowledgement:
/ acknowledge that copies of this representation and supporting documentation may be provided to interested
persons in accordance with Development Regulations 2008 and may be available on Council's website.
Written representations form part of the reports attached to Council agendas. The agenda, minutes and
accompanying report is made available on Council's website. Information, including names and addresses recorded in
these documents can therefore be searched by various website search enaines.
Privacy Policy:
By submitting this form, I consent to the City of Charles Sturt collecting, retaining and using my personal information
orovided in line with Council's Privacy Policy.
Page 3 of 3
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Comments:
DEVELOPMENTACT 1993 Section 38 (Category 2) Public Notice and Consultation Authorisation
Pursuant to Section 38(4) of the Act to give notice of a proposal for a Category adeveloprnent. The properties marked with a red dot on the attached map
show the occupiers and recorded owners of all properties
which have been notified pursuant to Section 39(4) of the Act. Authority to form such opinion and to give notice is delegatedto the Team Leader Planning Assessment.
Development Application No. 252/2431 17
Signe1: Zoe Garnaut (Team Leader Planning Assessment)
Date: 20/12/2017
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