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1227 56 RESERVE ST POMONA WD (B) Build Drawings

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                                                                                                                                                                                                                                                                                 CTRI
                                                                                                                                                                                                                                                                                      CITY
                                                                                                                                                                                                                                                                             71200         POLE




                                                                                                                                                                                                                                    279        .45
                                                                                                                                                                                                                                            94
                                                                                                                                                                                                                                            EDGE
                                                                                                                                                                                                                                                     OF BIT
                                                                                                                                                                                                                                                              UMEN




                                                                                                                                                                                                                                                                                                      45618
                                                                                                                                                                                                                                                                                                                     LOT 18
                                                                                                                                                                                                                                                                                                                    VACA 7

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           90° 00' 00"
                                                                                                                                                                                                                                                                                                                 AS OF    NT
                                                                                                                                                                                                                                                                                                                       08.08.
                                                                                                                                                                                                                                                                                                                              22
                                                                                                                                                                                                                  278      .17
                                                                                                                                                                                                                        94
                                                                                                                                                                                                                                                                                                                                                                                                    90°00'00"




                                                                                                                                                                                             T
                                                                                                                                                                                                                                                                                                                                                                                                    138.26m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           138.260 m




                                                                                                                                                                                           EE
                                                                                                                                                                                                                                                                                                                                                                                     .71




                                                                                                                                                                                                                                                                                                                                                  7000




                                                                                                                                                                                                                                                                                                                                                                                                         7000
                                                                                                                                                                                                                                                                                                                                                                                  90          .66
                                                                                                                                                                                                                                                                                                                                                                                           90
                                                                                                                                                                                                                                                                                                                                                                                                                                     .57
                                                                                                                                                                                                                                                                                                                                                                                                                                  90




                                                                                                                                                                                                                                    0"
                                                                                                                                                                                        TR
                                                                                                                                                                                                                                                                                                                                                                                                                                              .48
                                                                                                                                                                                                                                                                                                                                                                                                                                           90           101      .50
                                                                                                                                                                                                                                                                                                                                                                                                                                                              90
                                                                                                                                                                                                                                                                                                                                                                                                                                                              SURV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EY                   .35
                                                                                                                                                                                                          277                                                                                                                                                                                                                                                             MARK         90




                                                                                                                                                                                        '0
                                                                                                                                                                                                                                                     m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .25




                                                                                                                                                                                  ES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        90




                                                                                                                                                                                      9
                                                                                                                                                                                                           .8
                                                                                                                                                                                                        93




                                                                                                                                                                                                                                            40
                                                                                                                                                                                   °0
                                                                                                                                                                                                                                                CE
                                                                                                                                                                                                                                          E F ING
                                                                                                                                                                                                                                  3 .8       EN
                                                                                                                                                                                                                                       WIRXIST
                                                                                                                                                                                              .74




                                                                                                                                                                                29
                                                                                                                                                                                     276
                                                                                                                                                                                           93


                                                                                                                                                                                                                                                                                                  PROPOSED DWELLING




                                                                                                                                                                              RV

                                                                                                                                                                                                                                   AIN E
                                                                                                                                                                                                                                 CH 1.2m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             179° 40' 00"
                                                                                                                                                                                 T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .36




                                                                                                                                                                                EE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         90




                                                                                                                                                                               3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                81.960 m
                                                                                                                                                                              TR
                                                                                                                                                                                                                                                                                                                                   LOT 18




                                                                                                                                                                                                                       .84 '
                                                                                                                                                                                                                                                                                                  LOCATION




                                                                                                                                                                                                                             9
                                                                                                                                                                                                                                                                                                                                          8




                                                                                                                                                                                                                         9°0
                                                                                                                                                                                                                                                                                                                                              No 56




                                                                                                                                                                                                                          m
                                                                                                                                                                            ES




                                                                                                                                                                            SE

                                                                                                                                                                                                                      20
                                                                                                                                                                                                                    33
                                                                                                                                                                          RV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          90




                                                                                                                                                                        SE
                                                                                                                                                                      RE




                                                                                                                                                                          RE
                                                                                                                                                                           275




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .20 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EDGE 90 90.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        OF TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EE   S



                                                                                                                                                           274      .34
                                                                                                                                                                 93




                                                                                                                                                     273




                                                                                                                                                                                                                                                                                                                                                                                                                                                      .2
                                                                                                                                                                                                                                                                                                                                                                                                                                                    90
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .65 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        65 89 9.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EDGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    OF TR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            20103         EES
                                                                                                                                                                                               53.87m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          100        .97
                                                                                                                                               272                                                                                                                                                                                                                                                                                                                                89
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SURV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EY MA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                00500           RK
                                                                                                                                                                                                                                                                                                                                                                                                                                                       .04
                                                                                                                                                                                                                                                                                                                                                                                                                                                    90



                                                                                                                                         271

                                                                                                                                                                                                                                                                                                                                                                                                                 EDGE
                                                                                                                                                                                                                                                                                                                                                                                                                      OF TR
                                                                                                                                                                                                                                                                                                                                                                                                                            EES




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       179°40'00"
                                                                                                                                                                                                                                                                                                                                                                                                                20101




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        81.98m
                                                                                                                                 270

                                                                                                                                                                                      CHAIN



                                                                                                                                                                                                                                                                     SITE NOTES                                                                                   STORMWATER DRAINAGE NOTES
                                                                                                                                       40301                                                WIRE



                                                                                               GENERAL NOTES
                                                                                                                                                                                     91701       FE NC
                                                                                                                                                                                                       E




                                                                                               1. ALL WORKMANSHIP SHALL BE CARRIED OUT TO THE BEST TRADE                                                                                                             DRAINAGE:                                                                                    1. DP - 90mm DIA DOWNPIPES TO STORMWATER PIPES 100mm MIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  BCA PART 3.12.1 ENERGY EFFICIENCY
                                                                                               STANDARDS AND MATERIAL FIXED IN ACCORDANCE WITH SPECIFIED                                                                                                             ALL HOUSEHOLD SEWERAGE AND WASTE TO BE DISCHARGED TO SEWER                                   COVER. 1 IN 100 MIN FALL.                                                                                                       THERMAL INSULATION
                                                                                               DETAIL AND MANUFACTURER'S RECOMMENDATIONS.                                                                                                                            SYSTEM.
                                                                                                                                                                                                                                                                                                                                                                  2. ONE DOWNPIPE PER 12m OF GUTTER. REDUCE BY 1m FOR                                                                             ALL WALLS AND ROOF TO COMPLY WITH THE BCA REQUIREMENTS FOR
                                                                                               2. THE FOLLOWING DOCUMENTS FORM PART OF THE                                                                                                                           SEWER LINE LOCATION TO BE VERIFIED ON SITE AND NO PART OF THE                                EACH BEND IN GUTTER.                                                                                                            THERMAL EFFICIENCY.
                                                                                               DOCUMENTATION FOR THIS PROJECT:                                                                                                                                       PROPOSED RESIDENCE TO BE WITHIN 1500mm OF EDGE OF SEWER PIPE
                                                                                               A.S. 1684.2 RESIDENTIAL TIMBER FRAMED CONSTRUCTION CODE                                                                                                                                                                                                            3. STORMWATER PIPES SHALL BE CONNECTED TO KERB AND                                                                              FOR CLIMATE ZONE 2, ALTITUDE LESS THAN 300m:
                                                                                                                                                                                                                                                                                                                                                                  CHANNEL TO LOCAL AUTHORITY REQUIREMENTS.
                                                                                               3. THE ABOVE DOCUMENTS SHOULD BE KEPT ON SITE DURING                                                                                                                  SURFACE WATER:                                                                                                                                                                                                               ROOF CONSTRUCTION TOTAL R-VALUE: MIN 4.6
                                                                                               CONSTRUCTION ALONG WITH THE COPY OF THE LOCAL APPROVED                                                                                                                SURFACE WATER TO BE DISCHARGED BY NATURAL FALL OF THE GROUND                                                                                                                                                                 BULK INSULATION TO ROOF SPACE MIN R-VALUE 3.0
                                                                                                                                                                                                                3 46 °




                                                                                               PLANS AND SPECIFICATIONS. CONSTRUCTION MUST NOT VARY FROM                                                                                                             AND CUTOFF DRAINS.
                                                                                                                                                                                                                   5 3.83




                                                                                               THE ABOVE DOCUMENTATION WITHOUT WRITTEN APPROVAL FROM                                                                                                                                                                                                                                                                                                                                              WALL CONSTRUCTION TOTAL R-VALUE: MIN 2.8
                                                                                               THE OWNER AND THE LOCAL AUTHORITY.                                                                                                                                    ALL RAINWATER FROM ROOF DISCHARGE SHALL BE DRAINED AT LEAST 3.0m                                                                                                                                                               a) TIMBER FRAMED CONSTRUCTION: BULK WALL INSULATION MIN R-
                                                                                                                                                                                                                       47 ' 0 0




                                                                                                                                                                                                                                                                     FROM THE BUILDING FOUNDATION, OR TO LOCAL AUTHORITY                                                                                                                                                                          VALUE 2.7
                                                                                               4. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALING OFF                                                                                                                REQUIREMENTS.                                                                                                                                                                                                                  b) BLOCKWORK OR BRICK VENEER CONSTRUCTION: BULK WALL
                                                                                                                                                                                                                          0m




                                                                                               PLAN. DO NOT SCALE. ANY DISCREPANCIES FOUND BUT THE BUILDER                                                                                                                                                                                                                                                                                                                                        INSULATION MIN R-VALUE 2.1
                                                                                               / OWNER SHOULD BE BROUGHT TO THE ATTENTION OT THE
                                                                                                                                                                                                                                "




                                                                                               DESIGNER PRIOR TO CONSTRUCTION OR FABRICATION OF ANY ITEM.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      NORTH
                                                                                               5. RETAIN ALL EXISTING VEGETATION AND MATURE TREES WHERE
                                                                                               POSSIBLE.

                                                                                               6. STRUCTURE SHALL NOT EXCEED 7.9m ABOVE NATURAL GROUND.                                                                                                                                                                                               270° 00' 00"                          142.93m
                                                                                                                                                                                                                                                                                                                                                                                             90°00'00"


                                                                                               7. CHECK ALL DIMENSIONS OF WORKS ON SITE PRIOR TO                                                                                                                                                                                                      142.913 m
                                                                                               COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF ANY ITEM.
                                                                                               REFER DISCREPANCIES TO DESIGNER BEFORE CONSTRUCTION OR
                                                                                               FABRICATION.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SITE COVER
F:\Dropbox\Dropbox Projects\1227 56 Reserve St Pomona\1227 56 RESERVE ST POMONA WD.rvt




                                                                                               8. COMPLY WITH THE BUILDING CODE OF AUSTRALIA (BCA),
                                                                                               RELEVANT AUSTRALIAN STANDARDS AND LOCAL COUNCIL BUILDING                                                                                                                                               SITE PLAN
                                                                                               CODES.                                                                                                                                                                                             1    1 : 500                                                                                                                                                                                                                               Name                Area
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   % SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   COVER
                                                                                               9. REINF. CONCRETE CROSSOVER TO STREET TO BE IN ACCORDANCE                                                                                                                                                                                                                                                                                                                                                                         Site Area                       12135.98                             0.00%
                                                                                               WITH THE LOCAL AUTHORITIES DETAILS AND SPECIFICATION.                                                                                                                                                                                                                                                                                                                                                                              Site Cover                        118.25                             0.97%
                                                                                               10. TV ANTENNAE LOCATION TO BE VERIFIED ON SITE BY INSTALLER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWING TITLE                                             SHEET SIZE
                                                                                         REV      DATE                    DESCRIPTION                                                                                      SPECIFICATION NOTES
                                                                                          1       11-8-22   ISSUED FOR REVIEW                                                                                              1. FIGURED DIMENSIONS TO BE TAKEN IN PREFERENCE TO SCALED
                                                                                                                                                                                                                                                                                                      PROPOSED NEW DWELLING                                                                                                                            TEL: 0414410463                                                              SITE PLAN
                                                                                          2
                                                                                          A
                                                                                                  15-8-22
                                                                                                  27-8-22
                                                                                                            ISSUED FOR APPROVALS
                                                                                                            ISSUED FOR CERTIFICATION
                                                                                                                                                                                                                           READINGS
                                                                                                                                                                                                                           2. ALL DIMENSIONS TO BE CHECKED AND VERIFIED ON SITE BEFORE
                                                                                                                                                                                                                           COMMENCING FABRICATION
                                                                                                                                                                                                                           3. ALL CONSTRUCTION TO COMPLY WITH THE BUILDING CODE OF                                                                                                                                                                     [email protected]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               A3
                                                                                                                                                                                                                           AUSTRALIA, RELEVANT S.A.A STANDARDS AND LOCAL AUTHORITY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWN           PROJECT No      PLOT DATE               SCALE
                                                                                          B       29-8-22   WINDOWS ADJUSTED FOR STRUCTURAL WALL                                                                                                                                                                                                                                                                                                       WWW.SOULSPACE.COM.AU                                                                                                                As
                                                                                                            BRACING
                                                                                                                                                                                                                           REQUIREMENTS
                                                                                                                                                                                                                           4. WATER CLOSET DOORS OPENING INWARDS TO BE FITTED WITH LIFT OFF           AT 56 RESERVE ST POMONA                                                                                                                                                                                                       Paul Hindes
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1227
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8/29/2022
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           indicated
                                                                                                                                                                                                                           HINGES TO ALLOW THE DOOR TO BE REMOVED WHEN CLOSED.                                                                                                                                                                         QBSA Lic 1160074 ‐ ABN 81600841459                                                                           7:40:20 PM
                                                                                                                                                                                                                           5. REFER ANY ERRORS TO THE DESIGNER BEFORE COMMENCEMENT OF
                                                                                                                                                                                                                           CONSTRUCTION                                                               RPD: L188 MCH1261                                                                                                                                23 PALUMA ST SUNRISE BEACH QLD 4567
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DRAWING No                                               REVISION

                                                                                                                                                                                                                           6. THIS DRAWING IS COPYRIGHT AND MUST NOT BE RETAINED, COPIED OR
                                                                                                                                                                                                                           USED WITHOUT THE CONSENT OF THE AUTHOR.                                    FOR LISA MICOLICH                                                                    Resort Style Residential and Commercial Designs by Paul Hindes                                                                           WD 101                                                     B
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