22-0360 Civil Issue G

                                                                                                                                                                                                                                                                            LEGEND - PROPOSED:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1-1

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2-1

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3-1

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            4-1


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1-2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2-2
                                                                                                                                                                                                                                                                                                                                                                                                                           STRUCTURE NAME
                                                                                                                                                                                                                                                                                                                       ROAD CENTRELINE
                                                                                                                                                                                                                                                                                                                       DRIVEWAY OUTLINE
                                                                                                                                                                                                                                                                                                                       CONCRETE VEHICULAR PAVEMENTS - TYPE C1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  900x600




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            900x600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                GRATED DRAIN OUTLET


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  HB


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FIELD INLET TYPE 2


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            KERB OUTLET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 FIELD INLET TYPE 2


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   KERB OUTLET
                                                                                                                                                                                                                                                                                                                       CONCRETE VEHICULAR PAVEMENTS - TYPE C2
N
                                                                                                                                                                                                                                                                                                                       CONCRETE FOOTPATHS - TYPE C3
                                                                                                                                                                                                                                                                                                                       LANDSCAPING




                                                              /
                                                                                                                                                                                                                                                                                                                       BUILDING OUTLINE - GROUND FLOOR                                                                     STRUCTURE DESCRIPTION


                                                          /
                                                                                                     LANDSCAPE STAIRS
                                                                                                                                                                                                                                                                                                                       RETAINING WALL

                                                                                                                                                                                                                                                                                                                       STORMWATER PIPE AND MANHOLE/PIT
                                                      /




                                                                                                                                                                                                                                                                                                                       MANHOLE No. - LINE No.
                                                                                                                                                                                                                                                                                              1-1
                                                  /




                                                                                                                        /                                                                                                                                                                                              ROOFWATE/GARDEN DRAINAGE LINE
                                                                                                                            /                                                                                                                                                                    S                     SEWER MAIN AND STRUCTURE
                                          /




                                                                                                                                   /

                                                                                                                                           /
                                      /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               150 SEW IL 34.99
                                                                                                                                                     /




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            150 SEW IL 36.07
                                                                                                                                                                                           STAIRS - 7 RISERS @ 175mm
                              /




                                                                                                                                                                                                   STAIRS - 3 RISERS @ 175mm
                          /




                                                                                                                                                                                                               STAIRS - 2 RISERS @ 175mm
                      /




                                                              LANDSCAPE STAIRS           GROUND FLOOR FFL39.50
                                                                                           BASEMENT FFL36.50

                                                                                                                            RETAINING WALLS, STAIRS & INTERNAL
                                                                                                                            PAVEMENTS TO STRUCTURAL
                                                                                                                            ENGINEER'S DETAILS (TYP)
                                                                                                                                                                                                                                                                                             MATCH NEATLY TO                                                                                                 STORMWATER LONGITUDINAL NOTES:




                                                                                                                                                                                                                  S
                                                                                                                                                                                                                                                                                             EXISTING PATH
                                                                                                                                       PROVIDE 150Ø STUB FOR
                                                                                                                                                                                 3-1                                                                                                                                                                                                                         DL.1.        PIPES DENOTED (PVC) SHALL BE UPVC, S.W.
                                                                                                                                                                                                                                                                                                                                                                                                             DL.2.        FOR DETAILS OF FIELD INLETS REFER TO IPWEA
                                                                                                                                       ROOFWATER CONNECTION                                                                                                                                                                                                                                                               STANDARD DRAWING DS-050.
                                                                                                                                                                                                                                                                                              2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB.                                                                    DL.3.        FOR DETAILS OF ROOF WATER INSPECTION
                                                                                                                                                                                                                                                                                                                                                                                                                          CHAMBERS REFER TO IPWEA STANDARD DRAWING
                                                                                                                                                                                                                                                                                              REFER IPWEA Std Dwg RS-081 FOR DETAILS                                                                                      DS-110.
                                                                                                                                                         1-1                                                                                                                                                                                                                                                 DL.4.        FOR DETAILS OF CULVERT BEDDING AND
                                                                                                                                                                                                                                                                                                                                                                                                                          BACKFILLING REFER IPWEA STANDARD DRAWINGS
                                                                                                                                                                                                                                                                                                                                                                                                                          DS-030 AND DS-031.




                                                                                                                                                                                                     S
                                                                                                          300mm WIDE GRATED DRAIN WITH                           2-1                                                                                          4-1
                                                                                                          HEAVY DUTY GRATE & FRAME
                                                                                                                                                                                                STONE CLAD BLOCK WALL                                                                                                                                                                                                      PIPE SIZE (mm)                                                                              150   150 (2x)100                                                                  (2x)100
                                                                                                                                                                                                TO ARCHITECT'S DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                           PIPE CLASS                                                                                 (PVC) (PVC) (PVC)                                                                    (PVC)
                                                                                                                                                                                                                                                                                       TAKE UP & REMOVE FROM SITE EXISTING
                                                                                                                                                                                                                                                                                       DRIVEWAY CROSSOVER. MAKE GOOD                                                                                                                                                                                                  1.00% 1.00% 1.00%                                                                     0.50%
                                                                                                                                                                                                                                                                                                                                                                                                                           PIPE GRADE




                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                       WITH NEW KERB TYPE B1 TO MATCH IN
                                                                                                          PROVIDE 150Ø STUB FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1:100 1:100 1:100                                                                     1:200
                                                                                                                                                                                                                                                                                       NEATLY WITH EXISTING KERB
                                                                                                                                                                            0
                                                                                                                                                                           5.5
                                                                                                          ROOFWATER CONNECTION                                                                                                                                                                                                                                                                                             FULL PIPE VELOCITY (m/s)                                                                     0.00                      0.00               0.34                                           0.14
                                                                                                                                                                                                                                                                                                                                                                                                                           PART FULL VELOCITY (m/s)                                                                     0.00                      0.00               0.66                                           0.41
                                                                                                                                                                                                                                                                           TAKE UP & REMOVE EXISTING PATH
                                                                                                                                                                                                                                                                           & CONSTRUCT 2m WIDE CONCRETE                                                                                                                    DATUM RL                                                                                   23.0                                                                                  24.0
                                                                                                                                                                                                                                                                           PATH IN ACCORDANCE WITH N.S.C




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                36.106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                36.106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                36.106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                36.106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       36.106
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       36.051
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            35.901
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            35.901


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 36.993
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 36.986
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   36.873
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   36.873
                                                                                                                                                                                                                                                                           SPECIFICATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                           W.S.E IN STRUCTURE
                                                                                                                                               1-2                                                                                                                                                                                                                                                                         H.G.L IN PIPE

                                                                                                                                                                                                                                                                                                                                                                                                                           PIPE FLOW (cumecs)                                                                          0.000                      0.000            0.005                                       0.002
                                                                                                                                                                       S




                                                                                                                                                                                                                                                                CONSTRUCT 4m WIDE RESIDENTIAL
                                                                                                                                                                                                                                                                CROSSOVER. REFER IPWEA Std                                                                                                                                 FLOW CAPACITY (cumecs)                                                                      0.015                      0.015            0.010                                       0.007
                                                                                                                                                                                                                                                                Dwgs RS-049/050 FOR DETAILS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0.46
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       2.42
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.15
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.15




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2.24
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.10
                                                                                                                                                                                                                                                                                                                                                                                                                            DEPTH TO INVERT
                                                                                                 STONE CLAD BLOCK WALL
                                                                                                 TO ARCHITECT'S DETAILS                                                                                                                            EXISTING TELECOMMUNICATIONS
                                                                                                                                                                                                         2-2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      36.040
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                36.020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                36.020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       35.971
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       35.951
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            35.850
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            35.850




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           36.886
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   36.840
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   36.840
     LEGEND - EXISTING                                                                                                                                                                                                                             OPTICAL FIBRE CABLES TO BE LOWERED
                                                                                                                                                                                                                                                                                                                                                                                                                            INVERT LEVELS
                                                                                                                                                           S




                                                                                                                                                                                                                                                                                                                     T
                                                                                                                                                                                                                                                   (BY OTHERS AT DEVELOPERS EXPENSE)




                                                                                                                                                                                                                                                                                                                  EE
                                                                                                                                                                                                                                                                                                               TR
                                                                  ELECTRICAL OVERHEAD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  36.500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (38.667)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  36.524
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                (38.456)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         38.371
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       (38.012)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              36.000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            (35.875)


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   39.131
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (38.772)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     36.940
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (36.840)
                                                                                                                                                                                                                                                                                                                                                                                                                           SURFACE LEVELS




                                                                                                                                                                                                                                                                                                          NS
                                                                  SEWER GRAVITY MAIN                                                                                                                               2x100Ø uPVC CLASS SN10 OUTLETS TO NEW KERB.
                                                                                                                                                                                                                   REFER IPWEA Std Dwg RS-081 FOR DETAILS                                                                                                                                                                  FINISHED




                                                                                                                                                                                                                                                                                                          SO
                                                                  TELECOMMUNICATION CONDUITS                                                                                                                                                                                                                                                                                                                               (EXISTING)




                                                                                                                                                                                                                                                                                                        ER
                                                                  WATER MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                N 7079110.434


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N 7079109.408


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N 7079112.112


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            N 7079110.091




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N 7079101.764


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N 7079097.802
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E 510917.684


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   E 510919.358


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        E 510923.471


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             E 510933.343




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  E 510917.096


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E 510925.453
                                                                                                                                                                                                                                                                                                 ND
                                                                  STORMWATER DRAINAGE                                                                                                                          TAKE UP & REMOVE EXISTING PATH                                                                                                                                                                              STRUCTURE
                                                                                                                                                                                                               & CONSTRUCT 2m WIDE CONCRETE




                                                                                                                                                                                                                                                                                               HE
                                                                  ROAD CROWN
                                                                                                                                                                                                                                                                                                                                                                                                                           SETOUT
                                                                                                                                                                                                               PATH IN ACCORDANCE WITH N.S.C                                                                                                                                                                               COORDINATES
                                                                  EDGE OF BITUMEN                                                                                                                              SPECIFICATIONS
                                                                                                                                          MATCH NEATLY TO
                                                                  KERB                                                                    EXISTING PATH
                                                                                                                                                                                                      PROPOSED SEWER MAIN
                                                                  TOP OF EMBANKMENT                                                                                                                   RE-ALIGNMENT. REFER SEWER                                                                                                                                                                                            LENGTH m                                                                                    1.963                      4.923 10.076                                                 9.249




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.000


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.963


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6.886




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.000


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9.249
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            16.962
                                                                  CHANGE OF GRADE                                                                                                                     PLAN C06 FOR DETAILS
                                                                  BOTTOM OF EMBANKMENT                                                                                                                                                                                                                                                                                                                                     DISTANCE ALONG DRAIN
                                                                  TABLE DRAIN
                                                                  BUILDING                                                                                                                                                                                                                                                                                                                                                 LINE                                                                                                             1                                                                                  2
                  /               /           /                   FENCE
                                                                                                                                                                                                                                                                                                                                                       LEGEND                                                                                                                                                                             DRAINAGE
                                                                  PROPERTY BOUNDARIES
                      10.5                                        EXISTING CONTOURS                                                                                                                                                                                                                                                                                                                     EXISTING SURFACE LEVEL                                                         LONGITUDINAL SECTIONS
                                                                                                                                                                                                                                                                                                                                                                                                        FINISHED SURFACE LEVEL                                                                                            SCALE A1 - 1:1000(H) 1:100(V)
                                                                  EXISTING VEGETATION OUTLINE
                                                                  TREE RETAINED, TREE REMOVED
                                                                                                                                                                       PLAN                                                                                                                                                                                                                             HGL (Q20)                                                                                                               A3 - 1:2000(H) 1:200(V)
                                                                                                                                                                 SCALE A1 - 1 : 100                                                                                                                                                                                                                                                                                                    0                      20                                  40                        60              80                                 100m
                                                                                                                                                                       A3 - 1 : 200                                                                                                                                                                                                                     SWD PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SCALE 1:1000                                                                                                                  @A1
                                                                                                                                                                                                                                          Issue   Made By   Date       Description
                                                                                                                                                                                                                                                                                                                 PROPOSED RESIDENCE                                                                                                                                                            Scale : AS SHOWN                                                                                  NOTES:
                                                                                                                                                                                                                                            F     M.T.      20/02/23   For Operational Works Approval
                                                                                                                                                                                                                               REVISION




0    1        2               4                   6           8           10m                                                                                                                                                               G     M.T.      22/06/23   For Operational Works Approval
                                                                                                                                                                                                                                                                                                                 at No.3 HENDERSON STREET SUNSHINE BEACH                                                                                                                                       Job No.: 22-0360                                                                                  1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2. Scale is correct at A3.
                                                                                                                                                                                                                                                                                                                 Client: JMML DEVELOPMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Dwg No.: C02                                                                                      3. Check and verify all dimensions
SCALE 1:100                                                              @A1                                                                                                                                                                                                                                     Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT   Date : 16/05/22                                                                                                                                                                            prior to commencement of work.
                                                                                                                                                                                                                                                                                                                 Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER                      Date : 16/05/22   Ph: (07) 5444 5578   Email: [email protected]           SITE PLAN