Engineering Drawings - ISSUE B

                           N
                                                                                                                                                                                                    300SQ
                                                                                                                                                                              53.64                 DOMESTIC
                                                                                                                                                                                                    INLET PIT
                   W                   E
                                                                                                                                                                                      53.56                            LANDSCAPING WALLS
                                                                                                                                                                                                                       TO BUILDERS
                                                                                                                                                                                                                       SPECIFICATION
                                                                                                                                                                                         53.04                         MAX. HEIGHT 600mm
                            S
                                                                                                                                       53.70




                                                                                                                      E
                                                                                                                                                                             E
                                                                                                                                                                           AD
                                                                                                                                                                         GR
     LEGEND




                                                                                                                                                                                                         RE
                                                                                                                                                         53.56




                                                                                                                                                                                                           TA
                                                                                                                                                                                                             IN
                                                                                                                                            I   N                                                         52.99
                                                                                                                                         TA
                                                                                                                                       RE
                    PROPOSED BUILDING                                                                 53.77




                                                                                                                                                                                                              GR
                                                                                                                                   E




                                                                                                                                                                                                                AD
                                                                                                                              AD
                                                                                                                            GR




                                                                                                                                                                                                                   E
                    PROPOSED DRIVEWAYS AND PATHS
                                                                                                                  53.58 53.05
                    DESIGN MAJOR CONTOUR
                                                                                  300SQ                                                                                                                                            52.93
                    DESIGN MINOR CONTOUR                                          DOMESTIC
                                                                                  INLET PIT                   D
      + 4.200       DESIGN SPOT LEVEL
          E         EXISTING ELECTRICAL




                                                                                                                          RE
                                                                                                                                                                                                                                                                                                               100Ø UPVC




                                                                                                                            TA
                                                                                                                                            52.98




                                                                                                                              IN
                                                                                                                                                                                                                                                                                                               LENGTH = 35m
         SW         EXISTING STORM WATER                                                                                                                                                                                                                                                                       USIL = RL 52.7
                                                                                                                                                                                                                                                                                                               DSIL = RL 50.98




                                                                                                                                                    GR
          T         EXISTING TELSTRA                                                                                                                                                                                                                                                                           CONNECT ROOFWATER




                                                                                                                                                      AD
                                                                                                                                                                                                                                                                          52.85




                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                               AND DISCHARGE TO KERB
         W          WATER RETICULATION                                                                                                                                                                                                                                                                         VIA KERB ADAPTOR
                                                                                                                                                                                                                                                               52.97
         S          EXISTING SEWER
                                                                                                                                                                 52.89
                    LOT BOUNDARIES                                                                                                                   C
                                                                                                                                                                                                                              52.98                                                                        52.57

                                                                                                                                                                                                                                                                                                                                                                      W




                                                                                                                                                                                                                                                                                           RETA
                                                                                                                                                                                                                                    52.59
SERVICES NOTE:                                                                                                                                                                                                                                                                                                                                          W




                                                                                                                                                                                                                                                                                            IN
                                                                                                                                                    100Ø UPVC
1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT                                                                                         LENGTH = 35m                                                                                                                                                                        52.34
                                                                                                                                                                                                                                                              52.50                                                                 S
2. EXISTING WATER CONNECTION TO BE FOR NEW DEVELOPMENT                                                                                              USIL = RL 52.7                      52.69                                                                                                                                                                    T
3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO                                                                                                 DSIL = RL 50.98                                                                                                                                                                       W




                                                                                                                                                                                                                                                  RET
                                                                                                                                                    CONNECT ROOFWATER                                                                                                                                                      ET
                                                                                                                                                                                                                                                                                                                             A IN
                                                                                                                                                                                                                                                                                                                                        WM




                                                                                                                                                                                                                                                     AIN
    AUTHORITIES STANDARDS                                                                                                                           AND DISCHARGE TO KERB                                                                                                                                                R
                                                                                                                                                    VIA KERB ADAPTOR                                                                                                                                      52.32 52.03                             T
                                                                                                                                                                                                                                                                                                                           W
DRAINAGE NOTE:                                                                                                                                                                                                                                                                                            51.84                                          S
1. INTERNAL STORMWATER PIPES TO BE UPVC OR APPROVED ALTERNATIVE                                                                                                                                                                                                            52.00
                                                                                                                                                                                                                                                                                                                                    T
2. BACKFILL TO PIPES SHALL BE CEMENT STABILISED SAND                                                                                                                                                                                                                                              W                  M
                                                                                                                                                                                                                                                                                                                      AX
                                                                                                                                                                                                                                                          52.44                                                1:8

3. MINIMUM GRADE 0.5% TO BE ACHIEVED                                                                                                                                                                B                                                                                                                                         S
4. GRATES TO BE CLASS D WHERE TRAFFICABLE                                                                                                                                                                                                                                                                  T                                                            PROPOSED CONCRETE
                                                                                                                                                                                                                                                                       51.82
                                                                                                                                                                                                                                                                        W                                                                                              DRIVEWAY CROSSOVER
5. CONCRETE BASE OF PITS TO INVERT LEVEL OF PIPE TO ENSURE WATER NOT HELD                                                                                                                                                                                                                                                      S    51.10
                                                                                                                                                                                       LANDSCAPING WALLS                                                                                   51.50                                                                     GENERALLY IN ACCORDANCE
6. APPROVED KERB ADAPTOR TO BE USED                                                                                                                                                    TO BUILDERS                                         TA
                                                                                                                                                                                                                                              I   N            51.97
                                                                                                                                                                                                                                                                                       T                                                                             WITH STD DWG RS-049 REFER
                                                                                                                                                                                       SPECIFICATION                                   RE                                  1:8
                                                                                                                                                                                                                                                                                 M
                                                                                                                                                                                                                                                                                  AX


                                                                                                                                                                                                                                                      W                                                                                                                 TO LONG SECTION FOR
                                                                                                                                                                                       MAX. HEIGHT 600mm                           52.41                                                              S                                                                  CROSSOVER GRADES
                                                                                                                                                                                                                       A                                         T                                    51.00                                                                  W1 = 4.5m
                                                                                                                                                                                                                                                                                                  51.12
                                                                                                                                                                                                                             W                                                                                                                                               W2 = 3.5m
                                                                                                                                                                                                                                                                      F          S                                                                                           W3 = 3.5m
                                                                                                                                                                                                                                           T
                                                                                                                                                                                                             W                                            S
                                                                                                                                                                                                                        T
                                                                                                                                                                                                                                                                                            REPROFILE VERGE TO THE EXTENTS
                                                                                                                                                                                                W                              S                                                               SHOWN TO ENSURE NO TRIP
                                                                                                                                                                                                         T                                                                                      HAZARDS 1:8 MAX GRADE
CONTRACTOR TO DETERMINE THE EXACT
                                                                                                                                                                                                                                                                                            TURF TO MATCH THE REST OF THE
LOCATION OF ALL EXISTING SERVICES IN                                                                                                                                             W                                S                                                                                    FRONTAGE
THE VICINITY OF THE PROPOSED WORKS                                                                                                                                                          T
     PRIOR TO THE START OF ANY
                                                                                                                                                                                                                                                                                                                                                                                         Meters
   CONSTRUCTION - CONTRACTOR IS
  RESPONSIBLE FOR ANY DAMAGE TO
          EXISTING SERVICES
                                                                                                                                                                                      PROPOSED LAYOUT                                                                                                                                                        5                    0                       5                    10

                                                                                                                                                                                      SCALE 1:200 @ A3

NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                                                                                     1:200


                                                                 SCALE                                                                                                                                                                                                                                                                                                                            DRAWING STATUS


                                                                                                                        DME
                                                                                                                                                                  APPROVED                                                  PROJECT                                                                                                                   DRAWING TITLE
 DESIGN - DM                                                        AS SHOWN
                                                                                                                                                                   Dale Martin - RPEQ 16845
                                                                                                                                                                                                                                                                                                                                                                                                     FOR APPROVAL
                                                                 HORIZONTAL DATUM                                                                                                                                            PROPOSED RESIDENCY                                                                                                           PROPOSED LAYOUT                         DRAWING NUMBER

 DRAWN - DM                     B   JUN 22   INFO REQUEST   DM
                                                            DM
                                                                                                                         PROJECTS                                  P.O. BOX 7481
                                                                                                                                                                   SIPPY DOWNS, QLD, 4556                                    25 DWYER STREET                                                                                                                                                                03
                                A   MAY 22   FOR APPROVAL                                                                                                                                                                                                                                                                                                                                         JOB NUMBER
                                                                                                                                                                   Phone: 0438 157 612

 APPROVED       28/06/22        ISSUE DATE   DESCRIPTION    BY
                                                                 VERTICAL DATUM
                                                                                              Engineering - Design - Civil Project Services                        Email: [email protected]                            SUNSHINE BEACH, QLD, 4567                                                                                                                                                    220506
                                                                    AHD                                                                                                                                                                                                                                                                                                                                   ©DME Projects Pty. Ltd.