RFI - Attachment 1 - Amended Proposal Plans

                                                                                                                                                                                                                                                                                                             Architectural Drawings                                                                                SITE INFORMATION
                                                                                                                                                                                                                                                                           -       #       Title                                                                                  Revision       Date
                                                                                                                                                                                                                                                                                                                                                                                                                   ADDRESS:       3 GRADY ST, KIN KIN, QLD
PROPOSED ADDITIONS                                                                                                                                                                                                                                                             A100
                                                                                                                                                                                                                                                                               A140
                                                                                                                                                                                                                                                                                           Site Plan
                                                                                                                                                                                                                                                                                           Demolition Plan
                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                04/06/26
                                                                                                                                                                                                                                                                                                                                                                                                04/06/26
                                                                                                                                                                                                                                                                                                                                                                                                                   LOT AND PLAN: 206 K6575
                                                                                                                                                                                                                                                                                                                                                                                                                   COUNCIL:       NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                                                                                   ZONE:          COMMUNITY FACILITIES ZONE
                 FOR                                                                                                                                                                                                                                                           A300        Floor Plan                                                                                5          04/06/26           CLIMATE:       ZONE 2
            ALAN HANSON                                                                                                                                                                                                                                                        A500        Elevations - Sheet 1                                                                      5          04/06/26           WIND:          REGION B - INTERMEDIATE
                                                                                                                                                                                                                                                                               A510        Elevations - Sheet 2                                                                      5          04/06/26           BAL:           TBA
                                                                                                                                                                                                                                                                                                                                                                                                                   BUILDING AREA: 531m2
                  AT                                                                                                                                                                                                                                                           A900        Perspectives                                                                              5          04/06/26           LAND AREA:     1347.72M2
                                                                                                                                                                                                                                                                                                                                                                                                                   SITE COVERAGE: 39.4%
      3 GRADY ST, KIN KIN, QLD




                                                                                                                                                                                                                                                                                                   270m2 (20%) REQUIRED

                                                                  EXISTING TABLE
                                                                                                                                                                                 2 x SUBFLOOR 5000L WATER                                                                                          LANDSCAPING
                                                                                                                                                                                                                                               A510
                                                                  DRAIN FLOW
                                                                                                                                                                                 TANKS ON CONCRETE SUB FLOOR
                                                                                                                                                                                 TANK SLAB TO ENGINEERS                                                                                            EXISTING BUILDINGS
                                                                                                                                                                                 SPECIFICATIONS                                                          1m HIGH CONCRETESLEEPER
                                                                                                                                                                                                                                             WEST
                                                                                                                                                                                                  23° 14' 00" 53.67 m                                    RETAINING WALL




                                                                                                                               MIN SETBACK
                                                                                                                                   1500
                                                                                   293° 13' 20" 25.14 m


                                  A510 SOUTH                                                                                                                                                            1:100 FALL                                                                                                                                                  1.0m TIMBER PAILING
                                                                                                                                                                       PROPOSED                                                                                                            PROPOSED PATIO                                                           FENCE TO REAR
  WATER TANK OVERFLOW TO                                                                                                                                                                              CONCRETE PATHWAY
                                                                                                                                                                    SECOND DWELLING                                                                                                                                                                                 BOUNDARY
  GRADY ST TO HYDRAULIC
                                                                                                                                                                        65m2 GFA
  ENGINEER SPECIFICATIONS
                                                                                                          BOUNDARY




                                                                                                                                                                                                       EXISTING SEPTIC
                                                                                                                                                                                                            TANK                                                                                                                                                    ACCESS GATE
                                                                                                                                                     WT        WT

  NOTE: DRIVEWAY CROSSOVER TO                                           2800
  MEET EXISTING ROAD HEIGHT &




                                                                                                                                                                                                                                                                                                                                                 COMMUNITY TITLE - PUBLIC SPACE
                                                                                                                                                                                            MAX 1500mm HIGH 140mm
  INCLINE AND CONSTRUCTED TO                             R 5.0m
                                                                                                                                                                                            BLOCKWORK RETAINING
  MEET IPWEA-QNT RS-056 (RURAL)                                                                                       MIN 375⌀ RCP                                                          WALLS TO ENGINEERS
  AND/OR ADDENDUM NOOSA SHIRE
                                                                                                                                                           COMPACTED                        SPECIFICATIONS                               PROPOSED DECK                                                                                                                             NORTH A500
  COUNCIL RS-056.1 REQUIREMENTS
                                                                                                                                                           GRAVEL DRIVEWAY
                                                                                                                        FALL
                                                                                                            4000




                                                                                                                                                                              FALL
  1.5m DRIVEWAY PAVEMENT
  ABUTTING ROAD EDGE TO
  MATCH EXISTING SURFACE.




                                                                                                                                                                                                                                                                                                                          113° 13' 20" 25.14 m
                                                                                                                     CONCRETE
  GUIDE POST                                                                                                                                                                                WT
                                                                                                                     SPOON DRAIN
  CONCRETE HEADWALL
                                                                                                                                                       PROPOSED SHED                                               EXISTING ABSORPTION
  STONE PITCH                                                                                                             6000                                                                                      TRENCH (AREA TBC)
                                                                                                                                                                                            WT
  OUTLET/INLET WITH                                                                                                  MIN. SETBACK
                                         (COMPACTED GRAVEL)




  MIN ⌀200 ROCKS
                              GRADY ST




                                                                                                                                                                                                    MIN. SETBACK
                                                                                                                                             1912




                                                                                                                                                                                                         1500




                                                                                                                                                                                                                                                                  203° 14' 00" 53.67 m
                                                                                                                                                                                                                                  EAST

                                                                                   APPROX. DISTANCE                                                 WATER TANK OVERFLOW TO
                                                                                                                                                                                                                                    A500
                                                                                   TO BOUNDARY                                                      GRADY ST TO HYDRAULIC
                                                                                                                                                    ENGINEER SPECIFICATIONS


                                                                                                                                                    2 x 18,200L WATER TANKS




                                                                  Site Plan
                                                                  1 : 200
                                                                                                                                                                                                                                                                                                                                                                                                                    PRELIMINARY
                                                                                                                                                                                                                                                                                                                                                                                                                    NOT FOR CONSTRUCTION
                                                                                                                                                                                                                     Project Number: VG127                                                                                                                                                       Sheet Name: Site Plan
                                                                                                                                                                                                                                                                                           No.                  Description                                                            Date
                                                                                                                                                                                                                     Project Name:         Proposed Additions                                                                                                                                    Date:                                               2/11/2025
                                                                                                                                                                                                                                                                                       2              ISSUE FOR APPROVAL                                                           28/11/25
                                                                                                                                                                                                                                                                                       3              RE-ISSUE FOR APPROVAL                                                        13/12/25      Drawn by:               GS   Checked by:                     GS
                                                                                                                                                                                                                     Project Address: 3 Grady St, KIN KIN QLD
                                                                                                                                                                                                                                                                                       4              RE-ISSUE FOR APPROVAL                                                        08/03/26
                                                                                                                                                                                                                                                                                                                                                                                                 Scale:          As indicated @A3           A100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   12:44:46 PM
                                                                                                                                                                                                                     Client Name:          Alan Hanson                                 5              RE-ISSUE FOR APPROVAL                                                        04/06/26




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4/06/2026