Appendix A - Proposal Plans

                                                                                                                                                                                                        TERMITES
                                                                                                                                                                                                        Protection against subterranean termites to be
                                                                                                                                                                                                        in accordance with AS 3660 Part 1. (protection
                                                                                     Proposed Driveway                                                                                                  of buildings from subterranean termites.)
                                                                                      Connect to existing driveway.                                                                                     Protection against subterranean termites to
                                                                                      to LAWNVILLE ROAD                                                                                                 apply to all "primary building elements". The
                            NORTH                                                                                                                                                                       builder is to provide physical barriers to the
                                                                                                                                                                                                        entry by subterranean termites by construction
                                                                                                                                                                                                        of all slabs in accordance with AS 2870
                                                                                                                                                                                                        (Residential Slabs and Footings.) and AS 3600
                                                                                                                                                                                                        (Concrete structures code.) In addition all slab
                                                                                                                                                                                                        penetrations are to be protected using
                                                                                                                                                                                                        stainless steel mesh. (Termimesh or
                                                                                                                                                                                                        equivalent fitted to manuf. spec.)Regular
                                                                                                                                                                                                        inspections of the building are to be carried out
                                                                                                                                                                                                        to ensure the barrier has not been bridged by
                                                                                                                                                                                                        termites. Inspections are to be carried out as
                                                                                                                                                                                                        per notices.
                                                                                                                Lot 6




                                                                                                                                                                                               132.00
                                                                                                                                                               133.00
                                                                                   135.00




                                                                                                                               134.00
                                              .00
                                             136


                                                                                                                                                                                                        Stormwater Notes :
                                                                                                                                                                                                        Rainfall intensity of 251mm/hr with ARI
                                                                                                                                                                                                        of 20 years (Brisbane) eaves gutter
                                                                                                                                                                                                        Main roof area : ?? sq m (1-DP)
                                       .00
                                                                                                          Proposed Verandah                                                                             Connecting roof area : ?? sq m (1-DP)
                                    136                                                                                                                                                                 Lower Garage roof area ?? sq m (1-
                                                                                                                                                                                                        DP)

                                             Proposed Class                                                     F.L. 138.000                    First Floor Level                                       1) DP - 90 dia downpipes : 100mm
                                                                                                                                                                                                        min. cover. 1 in 100 min. fall.
                                               10 Garage                                                                                                                                                2) Stormwater to discharge to existing
                                                                                                                                                                                                        system. All stormwater shall be in
                                                                                                          Proposed 2 storey                                                                             accordance with A.S. 3500.3.
                                                                                                          Primary Residence                               F.L. 141.536                                  3) Surface stormwater runoff shall
                                                                                                                                                                                                        discharge evenly within the site &
                                                                                                                                                          (Approx. height above NSL)                    without nuisance to adjoining properties


                                                                                                                                                                                                        DRAINAGE
                                                                                                           F.L. 135.100                         Ground Floor Level                                      Floors to all wet areas to fall to a floor waste. Wet
       Legend Site                                                                                                                                                                                      areas to be waterproofed to NCC 10.2.
 DP    Downpipe 90mm UNO
                                                                    Proposed                                                                                                                            Sewerage to discharge to existing sewer in
                                                     0               Garage                                                                                                                             accordance with A.S. 3500.
 SW    Stormwater                              135.0
 TBC   To Be Confirmed                                                                                                                                                                                  Surface drainage to discharge evenly within the site
                                                                    F.L. 135.100




                                                                                                                                           0
                                                                                                     0
                                                                                                                                                                                                        and without nuisance to adjoining properties.




                                                                                                                                          3.0
 UNO   Unless Nominated Otherwise
                                                                                                    4.0




                                                                                                                                        13
                                                                                                  13




       Sewer MH


       SW pit



       Water connection


       mail box                                           134.00


       TLS / NBN box



       Elec Pillar                                                                    Site Plan - Proposed Primary Residence
                                                                                        1 : 200




                                                                                                                                                                                       plans2go
Proposed Residences and Garage Job No                                                                                                              PETER COOKE                            concept to                                         Postal Address :
                                                                   2355                                   Design        PC                                                                                                                     28 Kawanna St
                                                                   03                                                                              BUILDING DESIGNER
Mark Graystone and Lee Coleman                           Sht. no                                                                                   QBSA Lic : 81626                                                                            Mudjimba 4564
                                                         Date      04-12-23                               Rev    A                                                                                                                            Email Address :
11 Lawnville Rd                                                                                                                                                                                                                    [email protected]
                                                         Drawn     PC                                                                              Plans2go Pty Ltd
Cooroy - 'THE BUNYA HOUSE'                                                                                Status Concept                           0428 842316                         building application                        www.plans2go.blogspot.com