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Civil Engineering Plans (22-0147 Civil Issue A)

Attached to the e-mail Operational Works Application OPW 22/0124 - DA Form 1 - Plans -34 Peregian Esplanade Peregian Beach.

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Plans and drawings

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                                              I.P.-0.450, 9.380 (LIP)




                                                                                                                                          I.P.5.950, 9.764


                                                                                                                                                             I.P.7.450, 9.689
                                                                                                              I.P.3.496, 9.577
                                                                                  I.P.1.496, 9.527




                                                                                                                                                                                I.P.8.950, 9.439
                                             I.P.0.000, 9.340




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 I.P.26.991, 10.201
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           I.P.23.459, 10.000
                                                                                                                                                                                                                               I.P.15.219, 7.871
               SAWCUT EX. PAVEMENT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 I.P.15.612, 9.710
                                                                                                                                          RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                   I.P.6.000, 9.480
                                                                                                                                                                                                                                                                                                                                                                      I.P.2.289, 9.380
                                                                                                      2.00
                                                                                                     PATH

                                                                                  1.50


                                                  NOM. KERB LINE
                                                                                  CROSSING                                                                                                                                                                         BASEMENT FFL7.860




                                                                                                                                                                                                              13.719, 8.246




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                24.959, 10.085
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           23.459, 10.007
                                                                                                                                                                                                                               15.219, 7.962




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         21.959, 9.944
                                                                                                                                                                                                                                                   16.719, 7.860
                                                                                                                                                                                                                                                                                                                                                              MATCH NEATLY TO EXISTING KERB LIP
                                                                        12.500%
                                           -3.152%
                                           -8.889%




VC LENGTH                                                                                                                                                                                                                     VC 3                                                                      VC LENGTH                                                                                                                                                                                                                                                                        VC 3
RADIUS                                                                                                                                                                                                                        R 12                                                                      RADIUS                                                                                                                                                                                                                                                                           R 150
GRADE                                                                                                2.500%                      7.625%          -5.000%-16.670%                                   -25.000%                     -0.758%                                 0.000%                          GRADE                                          4.653%                            2.695%                                               2.388%                                                                                   3.702%                                                                   5.700%                                                  4.472%

PAVEMENT                                                                                                                                                                                                                                                                                                PAVEMENT

DATUM RL 4.0                                                                                                                                                                                                                                                                                            DATUM RL 6.0
                                                0.115




                                                                                                                                                                                                                                                                            3.239


                                                                                                                                                                                                                                                                                     3.392




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0.082




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.097




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.018
                                                                                                                                                                                                                                                                                                                                              -0.000
CUT/FILL                                                                                                                                                                                                                                                                                                CUT/FILL
(Depth of)                                                                                                                                                                                                                                                                                              (Depth of)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10.427
                                                9.340




                                                                                                                                                                                                                                                                            7.860


                                                                                                                                                                                                                                                                                     7.860




                                                                                                                                                                                                                                                                                                                                              9.273




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9.710




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.872
DESIGN                                                                                                                                                                                                                                                                                                  DESIGN
LEVELS                                                                                                                                                                                                                                                                                                  LEVELS
                       9.503




                                                9.455




                                                                                                                                                                                                                                                                                                                                              9.273




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             9.792




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.969
                                                                                                                                                                                                                                                                            11.099


                                                                                                                                                                                                                                                                                     11.252




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     10.445
EXISTING SURFACE                                                                                                                                                                                                                                                                                        EXISTING SURFACE
LEVELS                                                                                                                                                                                                                                                                                                  LEVELS




                                                                                                                                                                                                                                                                            20.000


                                                                                                                                                                                                                                                                                     21.719




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             15.612




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              20.000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     32.027
                       -4.000




                                                0.000




                                                                                                                                                                                                                                                                                                                                              0.000
CHAINAGE                                                                                                                                                                                                                                                                                                CHAINAGE



HC DATA                                                                                                                                                                                                                                                                                                 HC DATA                                                                                                                                                                                                                                                                          R -10.45

                            DRIVEWAY                                                                                                                                                                                                                                                                                                               KR01 - LIP LINE
                            HOR. 1 : 100                                                                                                                                                                                                                                                                                                           HOR. 1 : 100
                            VERT. 1 : 50                                                                                                                                                                                                                                                                                                           VERT. 1 : 50




                                                                                                                                                                                                                                                                                              ALIGNMENT
                                                                                                                                                                                                                                                                       LONGITUDINAL SECTIONS
                                                                                                                                                                                                                                                                                       SCALE A1 - 1 : 100
                                                                                                                                                                                                                                                                                             A3 - 1 : 200




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0    1        2            4            6            8                  10m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SCALE 1:100                                                         @A1
                                                                                                                                                                                                                                                                                                                                      Issue      Made By   Date       Description
                                                                                                                                                                                                                                                                                                                                                                                                                      PROPOSED RESIDENCE                                                                                                                                                                                                       Scale : AS SHOWN                                   NOTES:
                                                                                                                                                                                                                                                                                                                                        A        M.T.      27/04/22   ISSUE FOR OPERATIONAL WORKS APPROVAL
                                                                                                                                                                                                                                                                                                                           REVISION




                                                                                                                                                                                                                                                                                                                                                                                                                      at No.34 PEREGIAN ESPLANADE, PEREGIAN BEACH                                                                                                                                                                              Job No.: 22-0147                                   1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2. Scale is correct at A3.
                                                                                                                                                                                                                                                                                                                                                                                                                      Client: Robert & Alex Murray
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Dwg No.: C04                                       3. Check and verify all dimensions
                                                                                                                                                                                                                                                                                                                                                                                                                      Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT           Date : 11/03/22                                                                                                                                                                prior to commencement of work.
                                                                                                                                                                                                                                                                                                                                                                                                                      Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER                              Date : 11/03/22   Ph: (07) 5444 5578   Email: [email protected]                                              ALIGNMENT SECTIONS
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