Drawn by Date 27/05/2022 P.M WORKING DRAWINGS Drawing Status Drawing Scale Layout ID Status Revision 01.1 Design & Checked by Date 27/05/2022 S.T Project Address: Client Info: Revised Info Project Name: Copy Right 4 Mantaura Avenue, Taylors Lakes, VIC 3038 Nemat Dabbagh 42 Tasman Crescent, Taylors Lakes, VIC 3038 Construction of 3 Double Storey Dwellings Development -These plans have been prepared for the exclusive use by the client of Yd architectural drafting services (copy right act) for the purpose expressly notified to the designer and only for the specified project address only. Any other person who uses or relies on these plans without the designer's written consent does so at their own risk and no responsibility is accepted by the designer for such use and/or reliance. -No part of this drawing may be reproduced or otherwise dealt with without written permission of Yd architectural drafting services. -Builder and subcontractors shall verify all dimensions, specifications, set backs and levels on site prior to commencement and during works. -Report any ambiguity or discrepancy immediately to this office for clarification. If information is ambiguous, incorrect or unclear report to this office. yd architectural drafting services ph: 03-9319 8906 facsimile: 03-9319 8996 mobile: 0409 027 953 email: ydplans@gmail.com address: 27 Military Road Avondale Heights, vic 3034 @A2 DO NOT SCALE DRAWINGS DESIGN BY YD ARCHITECTURAL DRAFTING SERVICES AND COPYRIGHT OF DESIGN REMAINS AS SUCH A Modified DP-AD 28179 Sheet Index Layout ID 01.1 01.2 01.3 01.4 01.5 01.6 01.7 01.8 01.9 01.10 01.11 01.12 01.13 01.14 01.15 Layout Name Index Sheet General Notes Survey Plan Demolition Plan Roof & WSUD Plans Site Plan Ground Floor Plans First Floor Plans Electrical Plans (Dwelling 1) Electrical Plans (Dwelling 2 & 3) Elevations Elevations & Material Schedule Sections Details Stair Details Published Remark DEMOLITION OF EXISTING DWELLING & CONSTRUCTION OF 3 DOUBLE STOREY DWELLINGS DEVELOPMENT - 4 MANTAURA AVENUE, TAYLORS LAKES, VIC 3038 Drawn by Date 27/05/2022 P.M WORKING DRAWINGS Drawing Status Drawing Scale Layout ID Status Revision 01.2 Design & Checked by Date 27/05/2022 S.T Project Address: Client Info: Revised Info Project Name: Copy Right 4 Mantaura Avenue, Taylors Lakes, VIC 3038 Nemat Dabbagh 42 Tasman Crescent, Taylors Lakes, VIC 3038 Construction of 3 Double Storey Dwellings Development -These plans have been prepared for the exclusive use by the client of Yd architectural drafting services (copy right act) for the purpose expressly notified to the designer and only for the specified project address only. Any other person who uses or relies on these plans without the designer's written consent does so at their own risk and no responsibility is accepted by the designer for such use and/or reliance. -No part of this drawing may be reproduced or otherwise dealt with without written permission of Yd architectural drafting services. -Builder and subcontractors shall verify all dimensions, specifications, set backs and levels on site prior to commencement and during works. -Report any ambiguity or discrepancy immediately to this office for clarification. If information is ambiguous, incorrect or unclear report to this office. yd architectural drafting services ph: 03-9319 8906 facsimile: 03-9319 8996 mobile: 0409 027 953 email: ydplans@gmail.com address: 27 Military Road Avondale Heights, vic 3034 @A2 DO NOT SCALE DRAWINGS DESIGN BY YD ARCHITECTURAL DRAFTING SERVICES AND COPYRIGHT OF DESIGN REMAINS AS SUCH A Modified DP-AD 28179 General Notes for Demolition Works - Residential (NCC 2019 BCA Vol 2) ∑ All materials and work practices shall comply with, but not limited to the Building Regulations 2018, the National Construction Code Series 2019 Building Code of Australia Vol 2 and all relevant current Australian standards (as amended) referred to therein. These specifications specify only the minimum standard of work for the demolition works on residential projects and all workmanship and precautions shall be to best trade practice. ∑ Precautions must be taken before and during demolition in accordance with AS 2601-2001: The demolition of Structures ∑ During the progress of the demolition the works shall be under the continuous supervision of the Demolisher or of an experienced foreman, and demolition shall be executed storey by storey commencing at the roof and working down-wards. ∑ The demolition must not be commenced until the precautionary measures have been inspected and approved by the Relevant Building Surveyor. ∑ The Demolisher shall construct a temporary crossing placed over the footpath as required by the Council. ∑ No part of any external wall on or within 3.00m of a street alignment may be pulled down, except during the hours that the Relevant Building Surveyor directs. ∑ Protective outriggers, fences, awnings, hoarding, barricades and the like must be installed where necessary to guard against danger to life or property or when required by the Relevant Building Surveyor. ∑ Dust creating material, unless thoroughly dampened down, shall not be thrown or dropped from the building but shall be lowered by hoisting apparatus or removed by material chutes. All chutes shall be completely enclosed and a danger sign shall be at the discharge end of every chute. ∑ All practicable precautions shall be taken to avoid danger from collapse of a building when any part of a framed or partly framed building is removed. ∑ Demolished material shall not be allowed to remain on any floor or structure if the weight of the material exceeds the safe carrying capacity of the floor or structure and such material shall not be so piled or stacked that it will endanger workmen or other persons and shall be removed as soon as practicable from the site. ∑ No wall, chimney or other structure or part of a structure shall be left unattended or unsupported in such a condition that it may collapse due to wind or vibration or otherwise become dangerous. ∑ before demolition is commenced, and also during the progress of such works, all electrical cable or apparatus which are liable to be a source of danger - other than cable or apparatus used for the demolition works - shall be disconnected. ∑ Arrangements shall be made with the Relevant Electrical Supply Authority for the disconnection of electrical mains supply except that where partial demolition is proposed the licensed Electrical Contractor shall satisfy the Relevant Electrical Supply Authority that the portion of the building to be demolished has been isolated. ∑ The Demolisher shall be responsible for the disconnection of all telecommunication supplies. ∑ The Demolisher shall be responsible to cut and seal any storm water, sewer pipes, water services, gas services and the like. ∑ The position of capped sewer and storm water drains, sealed-off water supply lines, gas supply lines and the like are to be clearly marked on the site. ∑ Any septic tank(s) on the demolition site shall be emptied and filled with clean sand, or removed entirely, and any soak wells, leach drains or similar apparatus shall be removed or filled with clean sand. ∑ Any swimming pools, ponds or the like either on the demolition site or on the neighbouring allotments where affected by the demolition works shall be adequately fenced and made safe so as to comply with ‘AS 1926 Swimming Pool Safety’ Parts 1 & 2 prior to commencement of any demolition works. ∑ Materials removed or displaced from the building shall not be placed in any street, road or right of way and, before commencing, where required, shall be kept sprayed with water so as to prevent any nuisance from dust. ∑ Materials removed or displaced from the building being demolished or materials left standing shall not be burned on the demolition site. ∑ Removal of buildings by road must be approved by Relevant Councils Traffic Engineer. ∑ A site management plan is to be implemented during demolition works to control sediment run-off in accordance with EPA Victoria publication #275 'Construction Techniques for Sediment Pollution Control'. Provide 'propex' or equivalent silt fences to the low side of the allotment and around all soil stockpiles and storm water inlet pits / sumps and install 'silt stop' filter bags over all storm water entry pits during demolition works. 'Supergro' or equivalent erosion control fabric to be placed over garden beds to prevent surface erosion during revegetation period. ∑ It is the builder’s responsibility to carry out an audit prior to the commencement of any works to determine if asbestos is present in the existing works. Where any asbestos product is found in the proposed works area during initial inspection or during the course of the demolition works the builder shall engage an authorised and registered contractor for safe removal and lawful disposal. ∑ A building Permit is required prior to the commencement of these works. The release of these documents is conditional to the Owner obtaining the required Building Permit. General Notes (NCC 2019 BCA Vol 2) 1. All materials and work practices shall comply with, but not limited to the Building Interim Regulations 2018, National Construction Code Series 2019 Building Code of Australia Vol 2 and all relevant current Australian Standards (as amended) referred to therein. 2. Unless otherwise specified, the term BCA shall refer to National Construction Code Series 2019 Building Code of Australia Volume 2. 3. All materials and construction practice shall meet the Performance Requirements of the BCA. Where a performance solution is proposed then, prior to implementation or installation, it first must be assessed and approved by the Relevant Building Surveyor as meeting the Performance Requirements of the BCA. 4. Glazing, including safety glazing, shall be installed to a size, type and thickness so as to comply with: · BCA Part 3.6 for Class 1 and 10 Buildings within a design wind speed or not more than N3; and · BCA Vol 1 Part B1.4 for Class 2 and 9 Buildings. 5. Waterproofing and water resistance of wet areas, being bathrooms, showers, shower rooms, laundries, sanitary compartments and the like shall be provide in accordance with AS 3740-2010: Waterproofing of Domestic Wet Areas 6. Waterproofing membranes for external above ground use must comply with AS 4654 Parts 1 and 2. 7. Termite barriers shall comply with NCC 2019 BCA Part 3.1.4 and shall be provide in accordance with AS 3660.1: Termite Management. 8. Doors to sanitary compartments must be readily removable from the outside of the compartment unless there is a clear space of at least 1.2 m, between the closet pan within the sanitary compartment and the doorway in accordance with BCA Figure 3.8.3.3. 9. Openings in external wall cladding exposed to the weather must be flashed in accordance with BCA Figure 3.5.4.6. 10. Airborne and impact sound levels for separating walls must be in accordance with BCA 3.8.6.2. 11. Openable windows in bedrooms shall comply with BCA 3.9.2.6; Protection of openable windows. 12. These Drawings shall be read in conjunction with any House energy Rating (HERS) report and shall be constructed in accordance with the stamped plans endorsed by the accredited Thermal Performance Assessor without alteration. 13. Step sizes (other than spiral stairs) to be · Risers(R) 190mm maximum and 115 mm minimum · Going (G) 355mm maximum and 240mm minimum · 2R+1G=700mm maximum and 550mm minimum · With less than 125 mm gap between open treads. 14. All treads, landings and the like to have a slip-resistance classification of P4 or R10 for dry surface conditions and P4 or R11 for wet surface conditions, or a nosing strip with a slip-resistance classification of P3 for dry surface conditions and P4 for wet surface conditions. 15. Provide barriers where change in level exceeds 1000mm above the surface beneath landings, ramps and /or treads. Barriers (other than tensioned wire balustrades) to be: · 1000mm min. above finished surface level of balconies, landing or the like, and · 865mm min. above finished surface level of stair nosing or ramp, and · Vertical with less than 125mm gap between, and · Any horizontal element within the barrier between 150mm and 760mm above the floor must not facilitate climbing where changes in level exceed 4000mm above the surface beneath landings, ramps and/or treads. Wire barrier construction to comply with NCC 2019 BCA Part 3.9.2.5 for Class 1 and 10 Buildings and NCC 2019 BCA Vol 1 Part D2.16 for other Classes of Buildings. 16. Top of hand rails to be minimum 865mm vertically above stair nosing and floor surface of ramps. 17. Window sizes nominated are nominal only. Actual size may vary according to manufacturer. Windows to be flashed all around. 18. Where the building (excludes a detached Class 10) is located in a termite prone area, the building is to be provided with a termite management system. 19. Concrete stumps: · Up to 1400mm long to be 100mm x 100mm (1 No. H.D. Wire) · 1401mm to 1800mm long to be 100mm x 100mm (2 No. H.D. Wires) · 1801mm to 3000mm long to be 125mm x 125mm (2 No. H.D. Wires) · 100mm x 100mm stumps exceeding 1200mm above ground level to be braced where no perimeter base brickwork provided. 20. Buildings in marine or other exposure environments shall have masonry units, mortar and all built in components and like complying with the durability requirements of Table 4.1 of AS4773.1-2010’ Masonry in small buildings ’ Part 1: Design. 21. All stormwater to be taken to the legal point of discharge to the Relevant Authorities approval. 22. These drawing shall be read in conjunction with all relevant structural and all other consultants’ drawings/details and with any other written instructions issued in the course of the contract. 23. Site plan and all other measurements in millimetres u.n.o. 24. Figured dimensions take precedence over scaled dimensions. 25. The Builder shall take all steps necessary to ensure the stability and general water tightness of all new and /or existing structures during all works. 26. The Builder and Subcontractors shall check and verity all dimensions, setbacks, levels and specifications and all other relevant documentation prior to the commencement of any works. Report all discrepancies to this office for clarification. 27. Installation of all services shall comply with the respective supply authority requirements. 28. The Builder and Subcontractor shall ensure that all stormwater drains, sewer pipes and the like are located at a sufficient distance from any building footing and /or slab edge beams so as to prevent general moisture penetration, dampness, weakening and undermining of any building and its footing system. 29. These plans have been prepared for the exclusive use by the client of YD Architectural Drafting Services for the purpose expressly notified to the designer. Any other person who uses or relies on these plans without the Designer’s written consent does so at their own risk and no responsibility is accepted by the designer for such use and/ or reliance. 30. A building Permit is required prior to the commencement of these works. The release of these documents is conditional to the Owner obtaining the required Building Permit. 31. The Client and/or the Client’s Builder shall not modify or amend the plans without the knowledge and consent of YD Architectural Drafting Services except where a Registered Building Surveyor makes minor necessary changes to facilitate the Building Permit application and that such changes are promptly reported back to YD Architectural Drafting Services 32. The approval by this office of a substitute material, work practice, variation or the like is not an authorisation for its use or a contract variation. All variations must be accepted by all parties to the agreement and where applicable the Relevant Building Surveyor prior to implementing any variation. STORMWATER Refer to Civil Eng's attached documents . Class 6 UPVC stormwater line laid to a minimum grade of 1:100 and connected to the legal point of stormwater discharge. Provide inspection opening at 9000mm C/C and at each change of direction. The cover to underground stormwater drains shall be not less than 28. The Builder and Subcontractor shall ensure that all stormwater drains, sewer pipes and the like are located at a sufficient distance from any building footing and /or slab edge beams so as to prevent general moisture penetration, dampness, weakening and undermining of any building and its footing system. 29. These plans have been prepared for the exclusive use by the client of YD Architectural Drafting Services for the purpose expressly notified to the designer. Any other person who uses or relies on these plans without the Designer’s written consent does so at their own risk and no responsibility is accepted by the designer for such use and/ or reliance. 30. A building Permit is required prior to the commencement of these works. The release of these documents is conditional to the Owner obtaining the required Building Permit. 31. The Client and/or the Client’s Builder shall not modify or amend the plans without the knowledge and consent of YD Architectural Drafting Services except where a Registered Building Surveyor makes minor necessary changes to facilitate the Building Permit application and that such changes are promptly reported back to YD Architectural Drafting Services 32. The approval by this office of a substitute material, work practice, variation or the like is not an authorisation for its use or a contract variation. All variations must be accepted by all parties to the agreement and where applicable the Relevant Building Surveyor prior to implementing any variation. STORMWATER Refer to Civil Eng's attached documents . Class 6 UPVC stormwater line laid to a minimum grade of 1:100 and connected to the legal point of stormwater discharge. Provide inspection opening at 9000mm C/C and at each change of direction. The cover to underground stormwater drains shall be not less than · 100mm under soil · 50mm under paved or concrete areas · 100mm under unreinforced concrete or paved driveways · 75mm under reinforced concrete driveways Site environment design information 1) Site Bushfire Attack Assessment (simplified method) Reference document ‘AS3959-2018 construction of building in bush fire prone areas’ · Relevant Fire Danger Index (FDI)-N/A · Predominated vegetation: · Classification- N/A · Type- N/A · Distance of site form predominated vegetation- N/A · Effective slope of land- N/A · Determination of Bushfire Attack Level (BAL)-N/A 2) Site Classification Site classification- Refer to Eng's attached soil documents Refer to soil report No: Refer to Eng's attached soil documents By: Refer to Eng's attached soil documents 3) Design Gust Wind Speed /Wind Classification Building tie-downs to be provided in accordance with AS1684-2010 for an assumed design gust wind speed / wind classification of N2 (subject to confirmation on site by Relevant Building Surveyor at first inspection) refer to AS1684 for construction requirements. 4) Climate zone Climate zone for thermal design/ thermal performance assessment: Zone 6 5) Corrosion protection of built-in structural members Provide corrosion protection of build-in structural steel members such as steel lintels, shelf angles, connectors, accessories (other than wall ties) in accordance with Table 4.1 of AS4773.1-2015 Masonry in Small Buildings, Part 1: Design suitable for an Environment Classification of ( refer to Eng's attached documents; and manufacturerer details) 6) Corrosion protection for sheet roofing Provide corrosion protection for sheet roofing in accordance with BCA Table 3.5.1a suitable for an Environment Classification of ( refer to Eng's attached documents; and manufacturerer details ) 7) Design events for safety - earthquake actions For determination of domestic structures of a height less than or equal to 8.50m · Building type importance level - ( refer to BCA and AS 1170.4 ) · Annual probability of exceedance - ( refer to BCA and AS 1170.4) · Probability factor (kp) - ( refer to BCA and AS 1170.4) · Hazard factor (Z) for project location - ( refer to BCA and AS 1170.4) · Hazard at the (kpZ) - ( refer to BCA and AS 1170.4) · Design required - ( refer to BCA and AS 1170.4) Authorities/consultants Municipality: Brimbank City Counci l 1:200, 1:130 Drawn by Date 27/05/2022 P.M WORKING DRAWINGS Drawing Status Drawing Scale Layout ID Status Revision 01.3 Design & Checked by Date 27/05/2022 S.T Project Address: Client Info: Revised Info Project Name: Copy Right 4 Mantaura Avenue, Taylors Lakes, VIC 3038 Nemat Dabbagh 42 Tasman Crescent, Taylors Lakes, VIC 3038 Construction of 3 Double Storey Dwellings Development N -These plans have been prepared for the exclusive use by the client of Yd architectural drafting services (copy right act) for the purpose expressly notified to the designer and only for the specified project address only. Any other person who uses or relies on these plans without the designer's written consent does so at their own risk and no responsibility is accepted by the designer for such use and/or reliance. -No part of this drawing may be reproduced or otherwise dealt with without written permission of Yd architectural drafting services. -Builder and subcontractors shall verify all dimensions, specifications, set backs and levels on site prior to commencement and during works. -Report any ambiguity or discrepancy immediately to this office for clarification. If information is ambiguous, incorrect or unclear report to this office. yd architectural drafting services ph: 03-9319 8906 facsimile: 03-9319 8996 mobile: 0409 027 953 email: ydplans@gmail.com address: 27 Military Road Avondale Heights, vic 3034 @A2 DO NOT SCALE DRAWINGS DESIGN BY YD ARCHITECTURAL DRAFTING SERVICES AND COPYRIGHT OF DESIGN REMAINS AS SUCH A Modified DP-AD 28179 2.2mApprox. 7.6mApprox. 7.7mApprox. 8.1mApprox. 13.505m 7.4mApprox. 2.300mApprox. 84.79 83.66 83.64 84.88 84.88 85.60 WHs82.42 WHs82.41 WH82.40 WH82.40 WH85.25 82.60 82.28 82.27 82.36 83.07 WH85.15 WH85.16 85.49 86.74 86.65 87.01 86.64 85.49 85.48 85.50 85.50 85.47 WH85.15 WH85.15 WH82.19 82.41 82.59 82.59 82.61 82.02 85.53 85.13 82.32 DS79.95 FL79.92 79.89 79.95 79.95 79.74 79.74 79.76 79.87 79.88 79.85 80.00 80.02 79.97 79.95 85.07 83.07 82.62 WH82.29 WH82.41 79.96 79.98 80.00 79.95 DS80.55 82.64 85.49 85.50 85.49 82.59 82.42 82.42 82.42 82.44 WH85.16 WH81.95 85.50 DS80.54 79.99 79.88 79.79 79.65 79.77 79.88 79.76 79.85 79.89 79.86 79.84 79.83 79.81 79.89 79.65 79.57 79.52 79.62 79.87 79.84 79.62 79.67 79.86 79.87 79.83 79.83 79.88 79.91 79.61 79.53 79.48 79.42 79.36 79.26 79.18 79.37 79.40 79.49 79.43 79.53 79.49 79.59 79.61 79.61 79.79 79.83 T.Pit T.Pit E.Pit W.M 82.36 79.96 WH82.00 313°11' 16.75 223°11' 54 133°11' 16.75 43°11' 54 79.74 79.88 79.90 79.94 WH82.18 WH85.15 WH85.15 85.48 WH81.95 85.56 8 0 Ridge Ridge Ridge Ridge Ridge Ridge Ridge WH81.95 79.46 79.46 MANTAURA AVENUE T.B.M Rivet in Kerb RL.79.36m Concrete Crossover Concrete Crossover Concrete Crossover Concrete Crossover Concrete Crossover Concrete Crossover Concrete Crossover Concrete Crossover Back of Concrete Kerb Back of Concrete Kerb Concrete Path Sheet Steel Fence 1.6m Sheet Steel Fence 2.0m 8 0 Sheet Steel Fence 1.8m 905m² No.4 N.F. Transmission Line Linear Reserve Private Open Space Private Open Space Shed Shed Verandah Verandah Verandah Verandah Porch Double Storey Brick/ Rendered Brick Dwelling Double Storey Brick/ Rendered Brick Dwelling Double Storey Brick/ Rendered Brick Dwelling No.1/2 No.2/2 No.3/2 Concrete Crossover Back of Concrete Kerb Single Storey Brick/ Weatherboard Dwelling Paved Stone Driveway Porch Brick Garage GAS Steps Sheet Steel Fence 1.0m Single Storey Brick/ Weatherboard Dwelling No.6 No.8 No.10 Single Storey Rendered Brick Dwelling Double Storey Brick Dwelling RUTHERGLEN WAY Garden Bed Garden Bed Garden Bed 79.70 79.72 12 11 10 9 8 7 6 5 4 3 2 1 Drainage and Sewerage Easement 3m Wide Electricity Supply Easement 15m Wide 15 15 Unable To Survey Window Heights WHs85.15 WH85.15 WH85.15 · Levels are based on A.H.D vide MARIBYRNONG PM 282 with registered RL.79.294m. · Contour interval is 0.25m. · Assume that all windows shown are for habitable rooms. A site visit to determine the exact status of each room should be carried out before proceeding. · Feature and levels shown on this plan are intended to aid in general design works only. Any critical dimensions required should be requested independently of this plan. Prior to any demolition, excavation or construction on this site the relevant Authorities should be contacted to ascertain detailed locations of all existing services and the possible locations of future services. · Please refer to title re-establishment plan 2020-0628RE. prepared in conjunction with this survey for fencing differences. · Location of buildings beyond site boundaries is indicative only. Information relating to abutting properties has only been shown where visible or accessible. Please refer to Certificate of Title for any easements or encumberances. Before proceeding with any design, construction or use of the land adjoining neighbours must be consulted to resolve any differences between fencing and the title position shown on this plan. The title boundaries shown beyond the subject land have been imported from the Digital Cadastral Map Base (DCMB) and are approximate only. GENERAL NOTES: -Legend- T.Pit. W.M. Tree Fence Water Meter Telstra Pit Gas Meter Aluminium Rivet Electrical Pit 1 Picture Point Lower Storey Window Upper Storey Window Window Head WH Highlight Window Floor Level FL E.Pit. GAS Sewer Vent Pipe Door Sill DS Survey Plan Scale 1:200 1:200, 1:1.11 Drawn by Date 27/05/2022 P.M WORKING DRAWINGS Drawing Status Drawing Scale Layout ID Status Revision 01.5 Design & Checked by Date 27/05/2022 S.T Project Address: Client Info: Revised Info Project Name: Copy Right Construction of 3 Double Storey Dwellings Development 4 Mantaura Avenue, Taylors Lakes, VIC 3038 Nemat Dabbagh 42 Tasman Crescent, Taylors Lakes, VIC 3038 N -These plans have been prepared for the exclusive use by the client of Yd architectural drafting services (copy right act) for the purpose expressly notified to the designer and only for the specified project address only. Any other person who uses or relies on these plans without the designer's written consent does so at their own risk and no responsibility is accepted by the designer for such use and/or reliance. -No part of this drawing may be reproduced or otherwise dealt with without written permission of Yd architectural drafting services. -Builder and subcontractors shall verify all dimensions, specifications, set backs and levels on site prior to commencement and during works. -Report any ambiguity or discrepancy immediately to this office for clarification. If information is ambiguous, incorrect or unclear report to this office. yd architectural drafting services ph: 03-9319 8906 facsimile: 03-9319 8996 mobile: 0409 027 953 email: ydplans@gmail.com address: 27 Military Road Avondale Heights, vic 3034 @A2 DO NOT SCALE DRAWINGS DESIGN BY YD ARCHITECTURAL DRAFTING SERVICES AND COPYRIGHT OF DESIGN REMAINS AS SUCH A Modified DP-AD 28179 Roof Plan Scale 1:200 Engineering Services Page 2 PLAN ATTACHMENT – Legal Point of Discharge ( LPD ) Advice Property Address: 4 Mantaura Avenue Taylors Lakes VIC 3038 WSUD Plan Scale 1:200 dp/wh dp/wh dp/wh dp/wh dp/wh dp/wh dp/wh dp/wh dp/wh dp/wh 1.00 m 2 3KL w.tank min 1.5 o Fall S.E. N.E. S.W. N.W. I.E WEST 1 I.E. N.W. 1 dp dp dp dp dp dp dp 2.2KL w.tank 3KL w.tank min 1.5 o Fall min 1.5 o Fall 3 o Fall 3 o Fall min 1.5 o Fall 3 o Fall Stormwater Asset Pipe Size: 300mm Ø Pipe Offset: 16m From Rear Boundary Depth: 1.00m 200W BG 315W BG Hi-dek roofing 200W BG 200W BG I.E EAST 1 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 22.5 o Fall 600x600 skylight 600x600 skylight To existing legal point of discharge (refer to attached relevant authority document & drainage plan) Provide rainwater garden overflow pipe connected to stormwater draigane system or LPD Sewer Asset Pipe Size: 150mm Ø Pipe Offset: 17.3m From Rear Boundary Depth: 1.01m Proposed Dwelling 2 Proposed Dwelling 1 Proposed Dwelling 3 3.0M WIDE EASEMENT 16.75m 133 o 11' 54.00m 43 o 11' 16.75m 133 o 11' 54.00m 43 o 11' AUSNET EASEMENT HATCH Canopy below Selected Concrete Roof Tiles Hi-dek roofing Roof below Roof below Roof below Roof below Roof below Canopy below Selected Concrete Roof Tiles Selected Concrete Roof Tiles Hi-dek roofing Hi-dek roofing Hi-dek roofing 200W BG 200W BG 200W BG 200W BG 200W BG 200W BG 200W BG dp dp/sp dp dp dp dp/sp dp dp/sp dp/sp dp/sp dp/sp dp/sp dp dp/sp 500 2,000 200W BG 200W BG 20.99 m 2 54.50 m 2 120.92 m 2 122.00 m 2 131.79 m 2 48.22 m 2 1.00 m 2 Rainwater from roof area of 120.92m2 is to be collected and discharged via a mechanically pumped or fully charged or gravity fed system (T.B.D. on site) into 3KL capacity rainwater tank which is to be connected to all toilets for toilet flushing Dwelling 2 Rainwater from roof area of 131.79m2 is to be collected and discharged via a mechanically pumped or fully charged or gravity fed system (T.B.D. on site) into 3KL capacity rainwater tank which is to be connected to all toilets for toilet flushing Dwelling 3 Rainwater from roof area of 122m2 is to be collected and discharged via a mechanically pumped or fully charged or gravity fed system (T.B.D. on site) into 2.2KL capacity rainwater tank which is to be connected to all toilets for toilet flushing Dwelling 1 Fall Fall Fall Fall 2.2KL Pervious areas (100%) Roof area's connected to RWT's Pervious areas Pervious areas Pervious areas Pervious areas (100%) Roof area's connected to RWT's (100%) Roof area's connected to RWT's 3KL 3KL Roof 122.00 Rainwater Tank 2,200.00 3 117.00 90.00 Driveway 20.99 None 0.00 0 0.00 0.00 Treatment % Occupants / Number Of Bedrooms Treatment Area/Volume (m2 or L) Treatment Type Impervious Area (m2) Description STORM Rating Report Municipality: Address: Assessor: Development Type: Allotment Site (m2): BRIMBANK 1/4 Mantaura Avenue Taylors Lakes VIC 3088 YD Drafting Residential - Dwelling 230.67 Tank Water Supply Reliability (%) Rainfall Station: BRIMBANK STORM Rating %: 100 TransactionID: 1055117 Program Version: 1.0.0 Date Generated: 28-Oct-2020 Raingarden 100mm Lot boundary Permeable Concrete Pavers Provide raingarden overflow outlet connected to stormwater draigane system or into Legal Point of Discharge (LPD) RWT (1 x 2.2KL) (2 x 3KL) Roof Treatment Area to RWT Roof Non-Treatment Area LEGEND Pavement Canopy's: 10.34m 2 Driveways: 123.71m 2 Concrete pavers: 0.0m 2 Walkway pavement: 21.57m 2 Total roof areas: 374.71m 2 Raingardens 100mm: 1.0m 2 Roof 120.92 Rainwater Tank 3,000.00 3 125.00 95.20 Roof 131.79 Rainwater Tank 3,000.00 3 120.00 94.60 Driveway 48.22 Raingarden 100mm 1.00 0 128.45 0.00 Driveway 54.50 None 0.00 0 0.00 0.00 Treatment % Occupants / Number Of Bedrooms Treatment Area/Volume (m2 or L) Treatment Type Impervious Area (m2) Description STORM Rating Report Municipality: Address: Assessor: Development Type: Allotment Site (m2): BRIMBANK 2-3/4 Mantaura Avenue Taylors Lakes VIC 3088 YD Drafting Residential - Multiunit 673.82 Tank Water Supply Reliability (%) Rainfall Station: BRIMBANK STORM Rating %: 104 TransactionID: 1062061 Program Version: 1.0.0 Date Generated: 12-Nov-2020 Roof 120.92 Rainwater Tank 3,000.00 3 125.00 95.20 Roof 131.79 Rainwater Tank 3,000.00 3 120.00 94.60 Driveway 48.22 Raingarden 100mm 1.00 0 128.45 0.00 Driveway 54.50 None 0.00 0 0.00 0.00 Treatment % Occupants / Number Of Bedrooms Treatment Area/Volume (m2 or L) Treatment Type Impervious Area (m2) Description STORM Rating Report Municipality: Address: Assessor: Development Type: Allotment Site (m2): BRIMBANK 2-3/4 Mantaura Avenue Taylors Lakes VIC 3088 YD Drafting Residential - Multiunit 673.82 Tank Water Supply Reliability (%) Rainfall Station: BRIMBANK STORM Rating %: 104 TransactionID: 1062061 Program Version: 1.0.0 Date Generated: 12-Nov-2020 -These drawings are to be read in conjunction with the building specification, engineer's drawings and computations, details on the drawings and geotechnical report and any other written instructions issued during the course of the construction. -Figured dimensions take precedence over scaled dimensions. If dimensions are unclear, incorrect or ambiguous report to this office for explanation. -Builder and subcontractors shall verify all dimensions, specifications, set backs and levels on site prior to commencement and during works. Report any ambiguity or discrepancy immediately to this office for clarification. If information is ambiguous, incorrect or unclear report to this office. -From commencement of works onwards, the builder is to report to this office any variations or abnormalities in soil conditions from that which are stated in the geotechnical report, and will obtain further assessment, report and solution, where necessary, before continuing works. -All work is to be carried out in accordance with the current Building Code of Australia (As of 2019) and all relevant standards -Builder shall provide adequate support at all times for all trenches and framing members during construction -These plans have been prepared for the exclusive use by the client of YD Architectural Drafting Services (The designer) for the purpose expressly notified to the designer. Any other person who uses or relies on these plans without the designer's written consent does so at their own risk and no responsibility is accepted by the designer for such use and/or reliance. Note: Client and/ or Builder must provide a title re-establisment by suitably qualified land surveyor prior to the commencement of any works or wall to be built along title boundaries. Note : All sewer and stormwater drainage shall comply with BCA Part 3.1.3, AS 3500: 2015 and any relevant Local Council regulations. Note : All roof stormwater drainage, including downpipes, gutters and drainage pipes shall comply with BCA Part 3.5.3. Legal Point of Discharge (council legal document) Not to scale All skylights are constructed from non-combustible material 1:76.92, 1:200 Drawn by Date 27/05/2022 P.M WORKING DRAWINGS Drawing Status Drawing Scale Layout ID Status Revision 01.6 Design & Checked by Date 27/05/2022 S.T Project Address: Client Info: Revised Info Project Name: Copy Right Construction of 3 Double Storey Dwellings Development 4 Mantaura Avenue, Taylors Lakes, VIC 3038 Nemat Dabbagh 42 Tasman Crescent, Taylors Lakes, VIC 3038 N -These plans have been prepared for the exclusive use by the client of Yd architectural drafting services (copy right act) for the purpose expressly notified to the designer and only for the specified project address only. Any other person who uses or relies on these plans without the designer's written consent does so at their own risk and no responsibility is accepted by the designer for such use and/or reliance. -No part of this drawing may be reproduced or otherwise dealt with without written permission of Yd architectural drafting services. -Builder and subcontractors shall verify all dimensions, specifications, set backs and levels on site prior to commencement and during works. -Report any ambiguity or discrepancy immediately to this office for clarification. If information is ambiguous, incorrect or unclear report to this office. yd architectural drafting services ph: 03-9319 8906 facsimile: 03-9319 8996 mobile: 0409 027 953 email: ydplans@gmail.com address: 27 Military Road Avondale Heights, vic 3034 @A2 DO NOT SCALE DRAWINGS DESIGN BY YD ARCHITECTURAL DRAFTING SERVICES AND COPYRIGHT OF DESIGN REMAINS AS SUCH A Modified DP-AD 28179 Non-Hab. Hab. 3KL w.tank Note: Selected internal instantaneous gas hot water system installed in accordance with AS 3500.4, Plumbing Code of Australia (PCA), manufacturers specifications and regulatory authority requirements. Note: Architectural plans are to be read in conjunction with Fire Engineering Report (FER) prepared by RC Fire Consulting, and shall comply with any specified requirements. 84.45 84.04 83.77 82.12 82.50 84.88 84.88 85.60 WHs82.42 WHs82.41 WH82.40 WH82.40 WH85.25 82.60 82.28 82.27 82.36 WH85.15 WH85.16 85.49 86.74 86.65 87.01 86.64 85.49 85.48 85.50 85.50 85.47 WH85.15 WH85.15 WH82.19 82.41 82.59 82.59 82.61 82.02 85.13 82.32 79.89 79.95 79.95 79.74 79.74 79.76 79.87 79.88 79.85 80.00 80.02 79.97 79.95 85.07 82.62 WH82.29 WH82.41 79.96 79.98 80.00 79.95 85.49 85.50 85.49 82.59 82.42 82.42 82.42 82.44 WH85.16 WH81.95 85.50 79.99 79.88 79.79 79.65 79.77 79.88 79.76 79.85 79.89 79.86 79.84 79.83 79.81 79.89 79.65 79.57 79.52 79.62 79.87 79.84 79.62 79.67 79.86 79.87 79.83 79.83 79.88 79.91 79.61 79.53 79.48 79.42 79.36 79.26 79.18 79.37 79.40 79.49 79.43 79.53 79.49 79.59 79.61 79.61 79.79 79.83 T.Pit T.Pit E.Pit W.M 82.36 79.96 WH82.00 79.74 79.88 79.90 79.94 WH82.18 WH85.15 WH85.15 85.48 WH81.95 85.56 8 0 Ridge Ridge Ridge Ridge Ridge Ridge Ridge WH81.95 79.46 79.46 T.B.M Rivet in Kerb RL.79.36m Concrete Crossover Concrete Crossover Concrete Crossover Concrete Crossover Concrete Crossover Back of Concrete Kerb Back of Concrete Kerb Concrete Path Sheet Steel Fence 2.0m 8 0 Sheet Steel Fence 1.8m Transmission Line Linear Reserve Private Open Space Private Open Space Shed Verandah Verandah Verandah Porch Double Storey Brick/ Rendered Brick Dwelling Double Storey Brick/ Rendered Brick Dwelling Double Storey Brick/ Rendered Brick Dwelling No.1/2 No.2/2 No.3/2 Concrete Crossover Back of Concrete Kerb Brick Garage Single Storey Brick/ Weatherboard Dwelling No.6 No.8 Single Storey Rendered Brick Dwelling Single Storey Brick Dwelling No.6 RUTHERGLEN WAY No.4 No.1 Single Storey Brick Dwelling 79.70 79.72 Sheet Steel Fence 1.6m Hab. Non-Hab. Hab. Hab. Hab. Non-Hab. Non-Hab. Hab. Hab. Hab. Non-Hab. Hab. Non-Hab. Hab. Hab. Non-Hab. Second parking space 5500x2400 GM GM HWS 1.00 m 2 Setback 3KL w.tank Setback Setback Setback 3KL w.tank Existing trees to be removed Existing trees to be removed Setback Setback 2.2KL w.tank Proposed 1800H Fence Raingarden, refer to sheet 01.4 Setback Setback No side fencing No side fencing 10,820 5,930 17,500 36,500 2.2mApprox. 7.6mApprox. 7.4mApprox. 8.3mApprox. 8.6mApprox. 3.3mApprox. 7.1mApprox. 2,300mApprox. 7,620 6,600 5,500 7,980 1,000 6,600 5,845 5,055 9,280 9,220 18,000 6,950 10,550 3,830 6,065 925 900 5,030 3,580 3,580 1,640 5,700 1,140 8,500 5,000 500 3,000 3,000 500 1,500 1,000 6,950 13,050 2,000 3,800 1,850 1,500 3,000 R 500 R 500 R 1,500 R 2,200 R 500 R 18,000 R 12,500 S.E. N.E. S.W. N.W. Proposed 1800H Fence Proposed 1800H Fence 200H retaining wall Selected internal instantaneous gas hot water system wall on boundary wall on boundary wall on boundary Subject Site 4 Mantaura Ave, Taylors Lakes, 3038 Driveway CC Driveway CC Second parking space 5500x2400 Driveway CC Unable To Survey Window Heights WHs85.15 WH85.15 WH85.15 Porch Porch FFL 79.86 FFL 79.86 FFL 79.69 Porch FFL 79.86 150 channel and grate 5,500 CP CP Proposed Double Crossover CP CP CP FFL 79.76 FFL 79.76 FFL 79.69 FFL 79.69 FFL 79.76 HWS Garage Proposed Dwelling 1 Existing fruit trees to be removed Existing fruit trees to be removed 16.75m 133 o 11' MANTAURA AVENUE MB Lx2 MWM Lx1 HWS GM Proposed Dwelling 3 Garage Garage Proposed Dwelling 2 17,500 7,780 28,720 13,250 7,510 4,700 1,040 3,580 9,670 6,000 1,200 3,268 9,250 1,300 5,580 2,200 2,000 4,020 7,700 13,720 15,000 6,950 5,100 6,600 3.0M WIDE EASEMENT AUSNET EASEMENT HATCH 16.75m 133 o 11' 54.00m 43 o 11' 54.00m 43 o 11' Note : Interna