9307-OPW RFI 1 Civil Plans

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ! ! ! CAUTION ! ! !
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONTRACTOR TO CONFIRM THE DEPTH AND                                                                                LEGEND




                                                                                                                                                                                                                                                                                                                                              6.0
                                   4.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING                                                                  PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LOCATION OF ALL SERVICES PRIOR TO COMMENCING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPERTY BOUNDARY
                                                                                                                                                                                             NEW EASEMENT TO BE PROVIDED AROUND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ANY CONSTRUCTION WORKS OR ORDERING ANY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EASEMENT BOUNDARY
                                                                                                                                                                                             NEW STORMWATER EXTENSION AS SHOWN                                                                                                                                                                                                                                                                                                                                                                                                7.0                                                                                                            MATERIALS.                                                           5.00                           CONTOUR                                  5.00
                                                                                                                                                                                             (3.0X3.0m ADJACENT EXISTING EASEMENT)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUILDING
                                                                                                                                                                                                      EXTEND EXISTING STORMWATER DRAINAGE SYSTEM                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONCRETE
                                                                                                                                                                                                      PAST PROPOSED PROPERTY BOUNDARY TO SERVICE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   KERB
                                                                                                                                                                                                      UPSTREAM PROPERTY CONNECTION.                                                                                                                                                                                                  D-D                                    HEAVILY                                                                                                                                                                                                                                        NOTES:                                                                                                           KERB AND CHANNEL

                                     N                                                                                                                                                                PROVIDE 900X900 RAISED FIELD INLET FOR
                                                                                                                                                                                                      OVERLAND FLOW CAPTURE.
                                                                                                                                                                                                                                                                                                                                                                                                                                  BE.2.01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      L 6.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            VEGETATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3                                                                                                                                                                                                                                              1. ALL STORMWATER PITS ARE TO BE 600x600 PRECAST FIELD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              INLETS UNLESS MARKED OTHERWISE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               FLUSH KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                KERB RAMP
                                                                                                                                                                                                      REFER STORMWATER LONGSECTION FOR DETAILS.                                                                                                                                                                                                                 II R 37                                                                                                                                                                                                                                                                                                                                             SW                      STORM WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                  II                                  6.                                                                                                                                                                                                                                                   2. ALL INTERNAL STORMWATER PIPES TO BE CLASS 2 OR SN8
                                                                                                                                                                                                                                                                                                                                                       .53                                                    II                                                   RL                                                                                                                                                                                                                                                         225-375 DIAMETER.                                                                                                ROOFWATER                                   RW
                                                                                                                                                                                                                                                                                                                                              RL5I2     I
                                                                                                                                                                                                                                                                                                                                                                                   II
                                                                                                                                                                                                                                                                                                                                                                                                                                       WALL                                                                                                                                                                                                                                                                                                                                                                                                    WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3. ROOFWATER DOWNPIPES TO BE CONNECTED TO PITS AS                                           W
                                                                                                                                                                                                                                         TY BOUNDIIAR
                                                                                                                                                                                                                                                      Y                                                                   II
                                                                                                                                                                                                                                                                                                                                             L 5.2                                                    WALL
                                                                                                                                                                                                                                                                                                                                                                                                                           RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                   4.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ALL PLAYSCAPE DRAINAGE
                                                                                                                                                                                                                                R OP E R                                                                                                   R                                       RET                                                                                                                                                                                                                                                                                                                                        REQUIRED VIA RAINWATER HARVESTING TANK AND AS                                            S                       SEWER MAIN
                                                                                                                                                                                                                         OVED P                                                                                                           RET 4.9 W
                                                                                                                                                                                                                                                                                                                                                   7 ALL                                                                                         L




                                                                                                                                                                                                                                                                                                                                                                                                                                                                  II
                                                                                              MH2/06                                                                              F1/06                    APPR I                                    II
                                                                                                                                                                                                                                                                                                                WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                R                                                                                        TO BE COLLECTED AND                                                                                                                                                                  INDICATED ON HYDRAULIC PLANS.                                                            G                         GAS MAIN
                                                                                                                                                                                                                             I                                                            RET                                               R L




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RET
                                                                                                                                                                                              II                                                                                                                                                                                                                                                                                                                                         DISCHARGED TO PIT AND
                                                                                                                                                                                                                                                                                .91




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.47
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       T                  TELECOMMUNICATIONS




                                                                                                                                                                                                                                                                                                                                      II
                                                                                                                                                                II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    6.50
                                                                                                                                                                                       9                                                                                      4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.36
                                                                                                                                                                                    .7                                                                                RL                                                                                                                                                                                                                                                                 PIPE NETWORK.
                                                                                                                                                                                 L4                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E                     U/G ELECTRICITY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6.10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.25
                                                                                                                                                                            R




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   II
                                                                                                                                                                                                                                                                                                                                                                                   3                                                                                                                                                                                                                                                                                                                                                                                                                                                              FENCE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NOTES:




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    II




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           II
                                                                                                                                RL
                    RECONSTRUCT EXISTING FIELD                                                    RL                                  4.5                                                                                                                                                                 F1/01                                                               SP322201                                                               RL                                                                                                                                                                                                                                                                                                                                              RET                      WALL        BLOCK RETAINING WALL                      RET       WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                .93




                                                                                                                                                                                                      CLEAR
                                                                                                                                                                                                                                                                                                                                                           7




                                                                                                                                                                                                      KEEP
                                                                                                           4.4                           3                                                                                                                                                                                                                                                                                                              4




                                                                                                                                                                                                                                                                                                                                      II
                                                                                                                                                                                                                                                                                                                                                       4.9




                                                                                                                                                                            ALONG KERB
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1. KERB TO BE IN ACCORDANCE WITH IPWEA STANDARD




                                                                                                                                                                                                                                                                LOADING
                                                                                                                                                                                                                                                                                                                                                                                                                                                           .97                                                                                                                                                                                                                                                                                                                                                                           SLEEPER RETAINING WALL

                                                                                                                                            Emt AL SP322201
                                                                                                                     8                                                                                                                                                                                                                                                                                                                                                                      5                                                                                                                                                                                                                                                                                                                                                                                       RET       WALL




                                                                                                                                                                                                                                                                 ZONE
                                                                                                                                                                     WALL
                  INLET AS MANHOLE (MH1/11) FOR                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3.0kL SLIMLINE TANK TO
                                                                                                               4.29




                                                                                                                                                                             1.0% FALL
                                                                                                                                                                                                                     FIELD INLET IN SAG POINT                                                                                                     RL                                                                                                                                 RL                                                                                                                                                                                                                                        DRAWING RS-060




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RET
                      SITE NORTHERN DISCHARGE                                                                                                                                                                        ON KERB DRAINS BACK INTO                                                                                                                                                                                                                                                                                     HARVEST ROOF RUNOFF                                                                                                                                                                                                                                                                                         TOP OF BATTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         II
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2. FOOTPATH TO BE IN ACCORDANCE WITH IPWEA STANDARD




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6.17
                                                                                                                                                                                                                     DIVERSION MANHOLE.                                                                                                                                                                                                                                                                                                FOR ONSITE REUSE                                                                                                                                                                                                                                                                                          FACE OF BATTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              6.01
                                                                                                                                                                                                          STAFF
                                                                                                                                                                                                                                                                                                                                              STUB FOR HYDRAULIC CONNECTIONS                                                                                                                                                                                                                                                                                                                                                   DRAWING RS-065 SHEETS.

                                                                                                                                                                     RET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TOE OF BATTER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WALL
                                                                                                            4.25




                                                                                                                                                                                                                                                                                                                                              FROM GRATED PITS FOR SURCHARGE AS                                                                                                                                                                                    ARY                                                                                                                                                     3. KERB RAMPS ARE TO BE IN ACCORDANCE WITH NOOSA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          TY BOUND                                                                                                                                                                                                                                                                             SWALE DRAIN




                                                                                                                                                                                                                                                                    STAFF
                                     BREAK INTO EXISTING                                                                                                                                                                                                                                                                                      REQUIRED. REFER HYDRAULIC ENGINEER                                                                                                                                       EXISTIN                   G PROPER                                                                                                                                                                      STANDARD DRAWING NSD-9006E




                                                                                                                                                                                                          STAFF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SUBSOIL DRAIN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   II
                                 MANHOLE, CONNECT NEW                                                                                                                                                                    CB                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4. ALL STORMWATER MANHOLES SHALL BE IN ACCORDANCE
                                                                                                                                                                     WALL

                                                                                                                                                                                                                                                                                                                                              FOR CONNECTION SIZE/LEVEL.
                                                                                                                                                                                                               mt 2201                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FINISHED SURFACE LEVEL




                                                                                                                                                                                                                                                                    VISITOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RET
                                 STORMWATER EXTENSION                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WITH IPWEA STANDARD DRAWINGS DS-010, DS-015, DS-018 &
                                                                                                                         4.38




                                                                                                                                                          F1/05                                               EMH3/01                                                          F2/01                                                                            NDARY

                                                                                                                                                                                                          STAFF
                              AND RE-BENCH AS REQUIRED.                                                                                                                                                          32                                                                                                                                    ERTY BOU                                                                                                                                                                                                                                                                                                                                                                DS-019 U.N.O.                                                         STORM WATER [STRUCTURE NO. / LINE NO.]
                                                                                                                                        RL 0.00                                                                     SP                                                                                                                EXISTIN G P R OP                                                                                                             RL                                            C-C
                                                                                                                                                                                                                                                                                                                                                       ALIGNED)                                                                                                          4.9                                                                                                                                                                                                                                               5. ALL STORMWATER FIELD INLET PITS SHALL BE IN
                                                                                                                                                                     RET




                                                                                                                                                                                                                                                                                                                                            (TO BE RE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BE.2.01




                                                                                                                                                                                                                                                                    VISITOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   II
                                                                                                                                                                                                          VISITOR
                                                                                                                                                     600Ø                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      ACCORDANCE WITH IPWEA STANDARD DRAWING DS-050,                                                                           TREE
                                                                                                   EX2/11                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TRAFFICABLE AND IN ACCORDANCE WITH MANUFACTURERS
                                     4.0                                                                                                               MH1/11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SPECIFICATIONS. REFER TO THE STORMWATER




                                                                                                                                                                                                                                                                    VISITOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             5.89
                                                                                                                                                                                                                                                  DIVERSION MANHOLE FOR                                                                                                                                                                              RL                RL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5.47
                                                                                                                                                                                                          VISITOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5.36
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RL 5.38




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RET
                                                                                                                                                                                     TD/01                                                                                                                                                                                                                                                                4.9                 4.9                                                                                                                                                                                                                                              LONGITUDINAL SECTIONS FOR PIT/GRATE TYPES.
                                                                                                                                                                                                                                                  OFFLINE TREATMENT SYSTEM
                                                                                                                                  SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                             7                       7




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           II
                          RAISE EXISTING MANHOLE LID                                                                                                                                                                                                                                                                                                                      5                                                                                                                                                                                                                                                                                                                                                6. ALL INTERNAL PRIVATE SUBSOIL DRAINS TO BE LOCATED AS
                                                                                                                                                                     WALL




                                                                                                                                                                                                                                                                                                                                                                     .9

                                                                                                                                                                                                                                                                    VISITOR
                                                                                                                                                                                                                                                                                          RL 4                                                                    L4                                                                                                                                                                                                                                                                                                                                                           SHOWN ON PLAN, AND DISCHARGE INTO STORMWATER PITS
                                                                                                                                                                                                          VISITOR




                                TO SUIT NEW PATHWAY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           WALL
                                                                                                               4.10




                                                                                                                                                                                                                                                                                                     .87                                                      R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               IN ACCORDANCE WITH DTMR STANDARD DRAWING SD1116
                                                                                                                                  COMP




                         SURFACE AND PROVIDE CLASS
                               B CONCRETE INFILL LID.                                             RL                            RL                                                   .72                                                      CONSTRUCT OFFLINE OCEANPROTECT
                                                                                                                                                                                                                                                                    VISITOR                                                                                                                                                                                                                                                                                                                                                                                                                                                    U.N.O.




                                                                                                                                                                                                                                                                                                                STAFF
                                                                                                                                                                     RET




                                                                                                          4.1                         4.2                                      4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  II
                                                                                                                                                                                                          VISITOR




                                                                                                                     6                         1                            RL                                                                JELLYFISH TREATMENT DEVICE (JF-1500-1-1).                                                                                                                                                                                                                                                                                                                                                                                                                                    7. CONTRACTOR TO ENSURE ALL RETAINING WALL AGG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RET
                                                                                                                                                                                                                                              REFER TO LONGSECTION FOR DETAILS.                                                                                                                                                                                                                                                                                                                                                                                                                                                DRAINS TO BE CONNECTED TO THE CLOSEST STORMWATER
                          CONSTRUCT NEW 3.0m WIDE
                                                                                                                                                                                                                                                                    VISITOR




                                                                                                                                                                                                                                                                                                                STAFF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               PIT.
                                                                                                                                                                                                          VISITOR
                                                                                                                                                                     WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL
                                                                                                                                   SW




                         CONCRETE FOOTPATH WITHIN
                                                                                                                                                                                                                                                                                                                                                                              GREASE ARRESTOR ,                                                                                                                            .79                                                                                                                                                                                             8. ALL DOCUMENTED STORMWATER PIPES HAVE BEEN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          4.7                       4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        II
                         EASEMENT AS SHOWN. REFER
                                                                                                                                                                                                                                                                                      F1/02                                                                                   REFER TO HYDRAULIC                                                                                                 9               RL                                                                                                                                                                                                            DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR
                                                                                                                                                                                                                                                                    VISITOR




                       DETAIL B-B ON DRAWING BE.2.01                                                                                                                                                                                                                                                            STAFF
                                                                                                                                                                                                          VISITOR
                                                                                                                                                                                ALONG KERB
                                                                                                                                   COMP




                                                                                                                                                                                                                                                                                                                                                                              ENGINEER FOR DETAILS.                                                                                                                                                                                                                                                                                                                            TO PROTECT STORMWATER INFRASTRUCTURE FROM
                                                                                                                   4.01




                                                                                                                                                                     RET
                                                                                                                                                                                 1.0% FALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  APPROV DARY
                                         EXISTING 1200X600mm                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONSTRUCTION LOADS.
                                                                                                                4.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           5.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                5.18
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTIN
                                                                                                                                                                                                                                                                    VISITOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  5.62
                                                                                                                                                                                                                                                                                                                                                                          0                                                                                                                                                                                                                                                                                                                                                9. CONTRACTOR TO CONFIRM EXISTING SERVICE
                                                                                                                                                                                                                                                                                                                STAFF




                                             RCBC TO REMAIN                                                                                                                                                                                                                                                                                                          .9
                                                                                                                                                                                                          VISITOR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            II
                                                                                                                                                                                                                                                                                                                                                                  L4               BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      BOUN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               INFRASTRUCTURE LEVEL AND LOCATION PRIOR TO