MCU16/0079 Appendix D - Stormwater and Sewer Layout Plan

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING PROPERTY BOUNDARY
                                                                                                      CONSTRUCT 7m WIDE CONCRETE                                                                         PELICAN STREET                                                                                                                                                                    EXISTING STORMWATER DRAINAGE                                                                                                                 EXISTING CONTOUR - MAJOR
                                                                                                        CROSSOVER TYPE B TO IPWEA                                                                        N
                                                                                                       STANDARD DRAWING No. RS-051                                                                                                                                                                                                                                                         PIT KERB INLET                                                                                                                               EXISTING CONTOUR - MINOR
                                                                                                    LOCATED AT GROUND FLOOR LEVEL                                                                                                                                                                                                                                                          SL 4.37                                                                                                                                      EXISTING BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                                                                                                                                                             N
                                                                                                                                                                                                                                                                                                                                                                                                                     N
                                                                                                                                                                                                                                                                                                                                                                                               N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SW               EXISTING STORMWATER DRAINAGE




                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                              N
                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                                                                              N
                                                                                                                                                                                                                                                                 N
                                                                                                                                                                                                                                         N
                                                             N
                                                     N
                                                                                                       N




                                                 N
                                                                                                                                                                                                                     N
                                             N
                                         N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S




                                                                                       N




                                                                                                                           N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING SEWER




                                                                                                                                           N




                                                                                                                                                               N




                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                                                                                   PROPOSED 450 SQ                                                                                                                     W                EXISTING WATER
                                                                                                                                                                                                                                                                                                                                                                                   SURCHARGE PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING ELECTRICAL OVERHEAD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                                                                                   SL 6.20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       HV               EXISTING ELECTRICAL HIGH VOLTAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       E                EXISTING ELECTRICAL LOW VOLTAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N                                   T                EXISTING COMMUNICATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       G                EXISTING GASLINE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               X   X       X   X   X        X   X   X   ABANDON EXISTING SERVICE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EASEMENT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        KERB AND CHANNEL
                                                                                                                                                                                                                                                                                                    STORMWATER DRAINAGE IN                                                                                                                                                                                                              KERB
                                                                                                                                                                                                                                                                                                    SUSPENDED SLAB LOCATED ON                                                                                                                                                                                                           STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                    GROUND FLOOR LEVEL ABOVE TO                                                                                                                                                                                                         ROOFWATER DRAINAGE
                                                                                                                                                                                                                                                                                                    HYDRAULIC ENGINEERS DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        WATER MAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W               W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CW                  CW               PRIVATE COLD WATER SUPPLY
                                                                                                                                                                                                                                                                                                                                                                                                                                        CONSTRUCT 6.2m WIDE CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           I                        I   SEDIMENT FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                        CROSSOVER TYPE B TO IPWEA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               I




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   I

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            I
                                                                                                                                                                                                                                                                                        BASEMENT STORMWATER DRAINAGE                                                                                                                    STANDARD DRAWING No. RS-051
                                                                                                                                                                                                                                                                                         TO HYDRAULIC ENGINEERS DETAILS                                                                                                                                                                                                                 EXISTING SURFACE LEVEL
                                                         1


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RL1.234                  PROPOSED SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                    DOONELLA STREET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N
                      POINCIANA AVENUE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                   S           S           S               S               S                 S               S               S               S                 S                    S                 S           S           S           S                S

                                                                                                                                                                                                                                                 X   X   X       X   X   X          X     X         X    X        X   X   X   X   X   X   X   X   X   X   X   X       X   X    X
                                                                                                                                                                                   X   X       X   X    X        X   X   X       X   X   X
                                                                                                                                                                   X   X       X
                                                                                                                                                                                                                                                                                                                                                                                                                                      USIL 3.867
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   N




                                                                                                                                                           X




                                                                                                                                                                                                                                                                                                                                                                                   X


                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                                PROPOSED GULLY PIT TO BE                                                                              DSIL 3.775




                                                                                                                                                                                                                                                                                                                                                                                       X
                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                                          LOCATED TO ENSURE STORMWATER                                                                                L = 7.500




                                                                                                                                                                                                                                                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                                            OUTLET PIPE IS 300 MIN CLEAR OF




                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                                                                                                                                                      GRADE 1:200




                                                                                                                                                                                                                                                                                                                                                                                               X
                                                                                                                                                                                                                                                                                                                                      NEW SEWER MANHOLE                                                                      S                         S
                                                                                                                                   X   X   X   X   X   X   X




                                                                                                                                                                                                                                             10
                                                                                                                               X
                                                                                                                               X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                                                                                                                                                                                                                      NEW STORMWATER DRAINAGE PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                      KERB INLET TO IPWEA STANDARD


                                                                                                                               X
                                                                                                                                                                                                                                                                                                                                                                                                                                      DRAWING No. DS-063
                                                                                                                               X
                                                                                                                                                                                                                                                                                                                                                                                                                                      SL 5.00
                                                                                                                               X
                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING KERB DEMOLISHED FOR
                                                                                                                               X


                                                                                                                                                                                                                                                                                                                                                                                                                                      STORMWATER INSTALLATION
                                                                                                                                                                                                                                                                                                                                                                                                                                      NEW KERB & CHANNEL TO BE BUILT               N
                                                                                                                               X




                                                                                                                                                                                                                                                                                                                                                                                                                                      TO NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                     EXISTING STORMWATER
                                                                                                                               X




                                                                                                                                                                                                                                                                                                                                                                                                                                      STANDARD DRAWING SD:9001 & 9036
                                                                                                                               X




                                                                                                                                                                                                                                     TO REMAIN UNCHANGED
                                                                                                                               X
                                                                                                                               X




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  N
                                                                                                                                                                                                                                             EXISTING BUILDING
                                                                                                                               X
                                                                                                                               X
                                                                                                                               X




                                                                                                                                                                                                                                                                                                                                                                                                                                         N




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        N
                                                                                                                                                                                                                                                                                                                                                                                                           NN
                                                                                                                                                                                                                                                                                                                                                                                                                                      USIL 3.755
                                                                                                                                                                                                                                                                                                                                                                                                                                      DSIL 3.440
                                                             EXISTING BUILDING                                                                                                                                                                                                                                                                                                                                                        L = 31.500
                                                                                                                                                                                                                                                                                                                                                                                                                                      GRADE 1:100
                                                                   3




                                                                                                                                                                                                                                                                                                                                                                                                   N
                                                                                                                                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING STORMWATER DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                      PIT KERB INLET




                                                                                                                                                                                                                                                                                                                                                                                            N
                                                                                                                                                                                                                                                                                                                                                                                                                                      SL 4.37




                                                                                                                                                                                                                                                                                                                                                                                                   N
                                                                                                                                                                                                                                                                                                                                                                                               N
                                                                                                                                                                                                                                                                                                          EU
                                                                                                                                                                                                         MEMORIAL AVENUE




                                                                                                                                                                                                                                                                                                                                                                                       N
                                                                                                                                                                                                                                                                                                             EU



                                                                                                                                                                   LAYOUT PLAN
                                                                                                                                                                           SCALE 1:200




                                                                                                                                                                                                                                                                                                        CLIENT:                                                       SCALE:       1:200                          DRAWN:         JC                                   PROJECT:                                                                     JOB No.:
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1 MEMORIAL AVE, TEWANTIN QLD 4565
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                                                                                                                                                                                                                                                                                                                                                                      DATUM:       AHD                            CHECKED:       AvT
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                                                                                                                                                                                                                                                                                                                                                                  COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAIN    APPROVED:                                           DRAWING TITLE:                                                               DRAWING No.:          REV.:
                                                                     0    2    4   6       8   10           B     14.07.16 GENERAL REVISIONS                                                           JC        AvT                                                                                                                                              THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STORMWATER LAYOUT PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             B
                                                                                                                                                                                                                                                                                                                                                                  DOCUMENT MAY ONLY BE USED FOR THE PURPOSE


                                                                     SCALE 1:200
                                                                                                            A     08.07.16 PRELIMINARY ISSUE                                                           JC        AvT                                                                                                                                              FOR WHICH IT WAS COMMISSIONED AND IN
                                                                                                                                                                                                                                                                                                                                                                  ACCORDANCE WITH THE TERMS OF ENGAGEMENT.
                                                                                                                                                                                                                                                                                                                                                                  UNAUTHORISED USE OF THIS DOCUMENT IN ANY
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