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EngSWMP

Attached to the e-mail Response to Information Request MCU16/0079 (email 2 of 3).

of 94

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING PROPERTY BOUNDARY
                                                                                                      CONSTRUCT 7m WIDE CONCRETE                                                                         PELICAN STREET                                                                                                                                                                                                                                                                                                           EXISTING CONTOUR - MAJOR
                                                                                                        CROSSOVER TYPE B TO IPWEA                                                                        N
                                                                                                       STANDARD DRAWING No. RS-051                                                                                                                                                                                                                                                                                                                                                                                                EXISTING CONTOUR - MINOR
                                                                                                    LOCATED AT GROUND FLOOR LEVEL                                                                                                                                                                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                                                                     STORMWATER DRAINAGE IN
                                                                                                                                                                                                                                                                                 SUSPENDED SLAB TO BE TAKEN                                                                                                                                                                                                      W                EXISTING WATER
                                                                                                                                                                                                                                                                              DOWN COLUMN TO BASEMENT LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING ELECTRICAL OVERHEAD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 N
                                                                                                                                                                                                                                                                                TO DISCHARGE TO STORMFILTER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 HV               EXISTING ELECTRICAL HIGH VOLTAGE
                                                                                                                                                                                                                                                                                 CHAMBER IN BASEMENT BELOW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 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
                                                                                                                                                                                                                                                                                                                                                                                                                                        STORMWATER 360 STORMFILTER                           CW                  CW               PRIVATE COLD WATER SUPPLY
                                                                                                                                                                                                                                                                                                                                                                                                                                        CHAMBER - SFMH OFFLINE WITH                                  I                        I   SEDIMENT FENCE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         I




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             I

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      I
                                                                                                                                                                                                                                                                                        BASEMENT STORMWATER DRAINAGE                                                                                                                    HIGH FLOW BYPASS AND PRECAST
                                                                                                                                                                                                                                                                                         TO HYDRAULIC ENGINEERS DETAILS                                                                                                                 MANHOLE STORMFILTER. REFER TO                                                             EXISTING SURFACE LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                        STORMWATER MANAGEMENT PLAN
                                                         1


                                                                                                                                                                                                                                                                                                                                                                                                                                        FOR DETAILS. INSTALLED TO            N                           RL1.234                  PROPOSED SURFACE LEVEL
                                                                                                                                                                                                                                                                                                                                  NOTE:                                                                                                 MANUFACTURERS SPECIFICATIONS.
                                                                                                                                                                                                                                                                                        FILTER CHAMBER TO BE LOCATED TO
                                                                                                                                                                                                                                                                                                                                                                                                                                         CONSTRUCT 6.2m WIDE CONCRETE
                                                                                                                                                                                                                                                                                           ENSURE BOTH THE CHAMBER AND
                      POINCIANA AVENUE




                                                                                                                                                                                                                                                                                                                                                                                                                                         CROSSOVER TYPE B TO IPWEA
                                                                                                                                                                                                                                                                                                 INLET / OUTLET PIPES MISS
                                                                                                                                                                                                                                                                                                                                                                                                                                         STANDARD DRAWING No. RS-051
                                                                                                                                                                                                                                                                                                    STRUCTURAL FOOTINGS




                                                                                                                                                                                                                                                                                                                                                                                                                                                         DOONELLA STREET

                                                                                                                                                                                                                                                                                                                                                                                                                                                                             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 WITH SOLID TRAFFICABLE LID                                                                                     DSIL 3.775




                                                                                                                                                                                                                                                                                                                                                                                        X
                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                    TO ENSURE NO SURFACE WATER ENTERS. GULLY PIT                                                                                       L = 7.500




                                                                                                                                                                                                                                                                                                                                                                                            X
                                                                                                                                                                                                                                                                                                     TO BE LOCATED TO ENSURE STORMWATER OUTLET




                                                                                                                                                           X
                                                                                                                                                                                                                                                                                                                                                                                                                                       GRADE 1:200




                                                                                                                                                                                                                                                                                                                                                                                                X
                                                                                                                                                                                                                                                                                                       PIPE IS 300 MIN CLEAR OF 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.:
                                                                                                                                                                                                                                                                             E: [email protected]




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TEWANTIN - NOOSA RSL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        16144
                                                                                                                                                                                                                                                                             A: PO Box 26, Carina




                                                                                                                                                                                                                                                                                                                                                                       SHEET SIZE: A1                              DESIGN:        AvT
                                                                                                                                                                                                                                                                             Ph: (07) 3172 8334




                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1 MEMORIAL AVE, TEWANTIN QLD 4565
PLOTTED: 20.09.2016




                                                                                                                                                                                                                                                                             W: vtce.com.au




                                                                                                                                                                                                                                                                                                                                                                       DATUM:       AHD                            CHECKED:       AvT
                                                                                                                                                                                                                                                                                 QLD 4152




                                                                                                            C     21.09.16 STORMWATER 360 FILTERCHAMBER ADDED                                          JC        AvT                                                                                                                                               COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAIN                                          DRAWING TITLE:                                                                      DRAWING No.:          REV.:
                                                                                                                                                                                                                                                                                                                                                                                                                   APPROVED:
                                                                     0    2    4   6       8   10           B     14.07.16 GENERAL REVISIONS                                                           JC        AvT                                                                                                                                               THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STORMWATER LAYOUT PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C
                                                                                                                                                                                                                                                                                                                                                                   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
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  P001
                                                                                                           REV.    DATE:                           AMENDMENT:                                          BY:       APP:                                                                                                                                                                                                                                                                                                                       NOT FOR CONSTRUCTION

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