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stage 7 · 51901.3990.02
Attached to the e-mail Change to DA - 51901.3990.02.
11 pacific avenue, sunshine beach 4567 lot 2 on SP185673 survey disclaimer remove existing pepper trees on rear As site levels have been provided by: boundary and replant natives n/a we cannot take any responsibility for their accuracy approximate line of sewer manhole and connection point therefore the builder should verify these levels before commencing any work 1361 approx 15000 sewer design notes 4360 1500 All construction methods and materials to be in 3040 accordance with: 1500 *THE BUILDING CODE OF AUSTRALIA *THE BUILDING ACT 1975 dp dp 1500 proposed *STANDARD BUILDING REGULATION 1993 *BUILDING REGULATION 2006 extension 3000 621 *QDC - QUEENSLAND DEVELOPMENT CODE *AS1684 - 2006 TIMBER FRAMING CODE general notes existing pergola proposed *All timber framed walls to wet areas to be lined with F.C. 5000 future pool *W.C.'s to be a min. clear finished width of 900mm location by *Doors to W.C.'s to have lift off hinges pool builder *Smoke alarms to be provided as per BCA & AS3786 existing unit *Masonary construction to be in accordance with AS3700 *All wet area floors and walls to be protected as per sewer clause 3.8.1 BCA 4400 *Balustrade to be 1000mm min. above finished floor level existing and have 125mm max. spacing in balusters omp 1920 max 2m high garden wall *Provide DPC's as per clause 3.3.4 BCA provision for dp *Provide flashings as per clause 3.3.4, 3.5.1 & 3.5.3 BCA outdoor shower site plan notes approx 38320 *Platform immediately surrounding the residence to fall away proposed line of extension confirmed by owners on site dividing fence location to be from the residence at a slope of 1 in 15 min. where possible 1700 *Cut & Fill batters not to exceed a max. slope of: Cut: 1 vertical to 1 horizontal approx. existing unit Fill: 1 vertical to 1 horizontal approx. *Driveway slope not to exceed a max. slope of: 1 vertical to 4 horizontal approx. *1000mm max. high timber retaining walls (if indicated on SITE PLAN) to have 65mm dia. ag. pipe (to discharge to stormwater line) + graded granular backfill behing & dp omp to be wholey containedwithin the site 1365 *NOTE: Any retaining walls required to obtain a final certificate not shown on SITE PLAN to be the 1925 responsibility of THE OWNER. 2650 garage *Any excess cut material shall be stockpiled on site for future removal by THE OWNER at THE OWNER'S expence or alternativly any fill required to provide the levels as shown on this plan shall 5000 be provided by THE OWNER at THE OWNER'S expence. *Cut & Fill, and platform levels as shown on this plan are stormwater based approximately on even cut and fill, and may vary to finished levels on site at completion of site works. real property description overall area 226.80sqm 6700 LOT 2 ON SP 185673 overal site area 574.81 AREA = 574.81 m² overall site cover 40% DISPOSE SEWERAGE IN ACCORDANCE WITH LOCAL AUTHORITY PREPARED DRAINAGE PLAN DISCHARGE ALL STORMWATER TO COUNCIL S/WATER SYSTEM (DOWNPIPE DESIGN, SIZE & LOCATION, MAY BE ADJUSTED TO SUIT SITE CONDITIONS) PACIFIC AVENUE site plan NOTE: INSTALLATION OF ALL EXTERNAL MATERIALS BY BUILDER AS PER MANUFACTURERS SPECIFICATIONS AND CERTIFICATION REQUIREMENTS AS OUTLINED BY NCC PROPOSED: CLIENT: CAROLYN CRESSWELL PH: 0402 365 423 BUILDER: TBC MANDY'S DESIGN & DRAFTING SHEET: 2 of 9 DATE: ISSUE NO: EXTENSION SUSAN LINDEQUE PH: 0413 887 850 PH: 0403 481 474 SCALE: 1:100 3 JULY 2018 G NOTE: THESE DRAWINGS TO BE READ IN CONJUNCTION NOTE: BUILDER TO CONFIRM SITING AND DIMENSIONS BEFORE CONSTRUCTION WITH ENGINEERS DRAWINGS RESPONSIBILITY LIES THERE WITH
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