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2499 - 33 Pavilion St, Pomona - Civil Drawings (BSCE)

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                                                                                                                                                                                                                                     EXTEND EXISTING ROCK ARMOUR SCOUR
                                                                                                                                                                                                                                       PROTECTION, PLACED ON GEOTEXTILE,




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                                                                                                                                                                                                                                              TONE 75-100mm, 300mm THICK




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                                                                                                                                                                                                                                                                                                                                                                    84.00                                                                            PITCHING TO OUTLET




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                                                                                                                                                                                                                                                                                                                                                                                                                                                     L= 1.125m, d50=100mm, A=2.90m²
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LEGEND




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LIMIT OF WORKS BOUNDARY




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                                                                                                                                                                                                                                                                                                                                                                            85.00                                                                                                                                                                                                                                                                                                                      PROPOSED LOT BOUNDARIES




                                                                                                                                                                                                                                                                                                                                                                                                  1 IN 3




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING LAND PARCELS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING ROAD CROWN




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING MOUNTABLE KERB AND CHANNEL




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                                                                                                                                                                                                                                                                                                                                                                                                                                                       86.00                                                                                                                                                                                           \\\            \\\               \\\            EXISTING EDGE OF BITUMEN




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                                                                                                                                                                                                                      SW




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING BIO-BASIN BATTERS




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                                                                                                                                                                                                                                                            12.00m TOTAL WEIR LENGTH




                                                                                                                                                                                                                                                                                                                                                                                                                                SW
                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SW                    SW                 SW             EXISTING STORMWATER




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                                                                                                                                                                                                                                                                                                                                                                                                                                                 TOP OF BUND




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                                                                                                                                                                                                                                                                                                                                                                                  3.00m
                                                                                                                                                                                                                                                                                                                                                                                                                                                 RL86.27




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >         >                 >         >             EXISTING SWALE




                                                                                                                                                                                                                                                                                                                                                                                                                                SW
                                                                                                                                                                                                                      SW




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               /         /       /         /        /         /        EXISTING FENCE




                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >    >    >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               >           >   >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >          >                                                                          90




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     .00                               EXISTING CONTOUR (INTERVAL 0.50m)




                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >      >      >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >            >




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              >




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                             86.     >




                                                                                                                                                                                                                                                                                                                                                                                                                   1 IN 3.4
                                                                                                                                                                                                                                                                                                                                      PROPOSED OVERFLOW PIT IN ACCORDANCE                                                                                                >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                00                                                                                                                                                                           90.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   84.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 >                                                                                                                                                                                                    00                               DESIGN CONTOUR (INTERVAL 0.20m)




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                                                                                                                                                                                                                                                                                                                                        WITH IPWEA STD DRG DSD-501 & DSD-502.




                                                                                                                                                                                                                                                                                                                                                                                                                                SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                         >




                                                                                                                                                                                                                      SW
                                                                                                                                                                                                                                                                                                                                                                                                                                         >       >
                                                                                                                                                                                                                                                                                                                                         REPLACE GRATED LID WITH SEALED LID




                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                                                                                                                                                                                                     >




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                                                                                                                                                                                                                                                                                                                                                                                                               >         >
                                                                                                                                                                                                                                                                                                                                                                                                 >         >                                                 PROPOSED                                                                                                                                                                              SW                SW                 SW             PROPOSED STORMWATER DRAINAGE




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                                                                                                                                                                                                                                                                                                                                                                                                                                SW
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                                                                                                                                                                                                                                                                                                                                                                             >                                                                               SEDIMENT FOREBAY
                                                                                                                                                                                                EXTEND EXISTING WEIR RL85.90                                                                                                                                  >      >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RW                         RW                  PROPOSED ROOFWATER DRAINAGE




                                                                                                                                                                                                                                                                          SW




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                                                                                                                                                                                                                                                                                                                                                        >
                                                                                                                                                                                               AS PER IPWEA STD DRG DSD-507                                                                                                                >       >
                                                                                                                                                                                                                                                                                                                                 >                                                                                                                                                                                                                                                                                                                                                                     PROPOSED EASEMENT




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                                                                                                                                                                                                                                                                                                                          >                                                                                    85.00




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                                                                                                                                                                                                                                                                                                       >          >
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED BIO-BASIN BATTERS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              85.00
                                                                                                                                                                                                                                                                          >
                                                                                                                                                                                                                                                                >
                                                                                                                                                                                                                                                       >
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                                                                                                                                                                                                                                          >                                                                                                                                                                                                                                                                                     3.00m




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                                                                                                                                                                                                                  >                                                                                                                                                                                                                                                                                                                                                                   1 IN 3                                                                                                           PROPOSED BIO-BASIN MEDIA FILTER AREA
                                                                                                                                                                                                                                                                                        1                                 PROPOSED BIO-BASIN




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                                                                                                                                                                                                                                                                                                                                FILTER MEDIA                                                  BIO-RETENTION BASIN




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                                                                                                                                                                                      >
                                                                                                                                                                                                                                                                                                                                                                                              FILTER AREA 50.4m²




                                                                                                                                                                                                                                                                                                                                                                                                                                             6.70m
                                                                                                                                                                                                                                                                                                                                                                                 7.00m
                                                                                                                                                                                                                                                                                        -
                                                                                                                                                                                >
                                                                                                                                                                          >




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                                                                                                                                                           >                                                                                                                                                                                                                                  SL85.00
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                                                                                                                                                       >                                                                                                                                                                                                                                                                                               3.90m




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                                                                                                                                              >                                                                                                                                                                                                                                                                85.00
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                                                                                                                                                                                                                                                                                                                                                              600                                                                                        85.10




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                                                                                                                                   >                                                                                                                                           PROVIDE INSPECTION OPENINGS AT END OF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    86.00
                                                                                                                              >
                                                                                                                                                                                                                                                                                         EACH LINE AS PER DETAIL AND IN                                     SP324164




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                                                                                                                       >
                                                                                                               >                                                                                                                                                               ACCORDANCE WITH IPWEA STD DRG DS-070




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                                                                                                        >
                                                                                                                                                                                                                                                                                                                                                                                                       7.20m




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                                                                                                                                                                                                                                                                                                                                      PROPOSED SLOTTED Ø100                                                                                                                  SW
                                                                                                                                                                                                                                                                                                                                 [email protected] SPACINGS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SW
                                                                                                                                                                     SW




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                                                                                                                                                                                                                                                                                                                                                                  PROPOSED UNSLOTTED                                                                                                              SW                                                                                                                                      CAUTION - E ISTING SERVICES




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                                                                                                                                                                                                                                                                                                                                                                                                                       1 IN 4
                                                                                                                                                                                                                                                                                                                                                                   Ø150 COLLECTOR PIPE                                                                                                                                                                                                                                                    THE CONTRACTOR IS TO DETERMINE THE
                                                                                                                                                                     SW




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SW                                                                                                                           E ACT LOCATION OF ALL E ISTING SERVICES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IN THE VICINITY OF THE PROPOSED WORKS




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                                                                                                                                                                                                                                                    EXISTING BIO-BASIN                                                                                                                                                                                                                                                                                                                                                                    PRIOR TO THE START OF ANY CONSTRUCTION
                                                                                                                                                                     SW




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          THE COST OF ANY RECTIFICATION WORKS




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                                                                                                                                                                                                                                                    TO BE EXTENDED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DUE TO DAMAGE OF E ISTING SERVICES




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SHALL BE BORNE BY THE CONTRACTOR
                                                                                                                                                                     SW




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW
                                                                                                                                                                     SW




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                BUND                                                                 FILTER MEDIA
                                                                                                                                                  FILTER MEDIA                      SEDIMENT FOREBAY                                              BUND                                                                                                                                                                                                                                                                                      (3.00m WIDE)                                                              (7.00m WIDE)
                                                                                                                                                  (7.15m LONG)                         (4.12m LONG)                                           (3.00m WIDE)                                                                                                                                                                                                                                                                                                                                                                                                                                                          EXISTING LOT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RL86.27                                                                                                                                                 EDD RL85.30
                                                                                                                                                                                                                             RL86.27                                                                                                                                                                                                                                                                                                                                                                                          Q100 DETENTION                                                                        6 ON SP324164
                                                                                                                                                                              Q100 DETENTION RL85.78                                                                                                                                                                                                                                                                     DESIGN SURFACE                                                                              1 IN             SEALED LID
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RL 85.78
                                                                                                             FILTER SURFACE LEVEL RL 85.0
                                                                                                                                                                                                   EDD RL85.30              1 IN 4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.4                                                                                                               1 IN 4
p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c350-c351 bio-basin plan and details.dwg




                                                                                                                                                                                                                                                                                                                                            DESIGN                                                                                                                                                       3
                                                                                                        EXISTING BIO-BASIN                                                                                                                                                                             1 IN
                                                                                                                                                                                                                                                                                                              3                                                                                                                                                                                   1 IN
                                                                                                                                                                                                                                                                                                                                            SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            [email protected]%                                                                                                                      EXISTING SURFACE
                                                                                                                                                                                                                                                                                        EXISTING SURFACE
                                                                                                                                                                                          SEDIMENT FOREBAY AS PER                                                                                                                                                                                                                                                                                                              IL 84.349
                                                                                                                                                                                          IPWEA STD DRG DSD-506                                                                                                                                                                                                                                                                                                                                                                                                IL 84.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCOUR PROTECTION
                                                                                                       DATUM RL 82.500                                                                                                                                                                                                                                                                                                  DATUM RL 82.500




                                                                                                                                                                                                   SECTION                           1                                                                                                                                                                                                                                                                                                             SECTION                                     2
                                                                                                                                                                                                   SCALE 1:100                        -                                                                                                                                                                                                                                                                                                            SCALE 1:100                                     -




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PROJECT:                                                                                                                                                  JOB NUMBER
                                                                                                  REV DATE DESCRIPTION                                                        BY      CHKD                    DETAILS                                                               SCALE                                                                     APPROVED                                                                                                                                                                                          PROPOSED RESIDENTIAL DEVELOPMENT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Barlow Shelley Pty Ltd
                                                                                                   A        11.07.25       FOR APPROVAL                                       EC          CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ABN 29 679 702 599
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                AT 33A PAVILION STREET POMONA                                                                                                                                2
                                                                                                                                                                                                   DATUM                    AHD
                                                                                                                                                                                                                                                                                                                                                             .................                                                                                                                         07 5443 8285                                             FOR INTEGRATED PROJECTS (QLD) PTY LTD
                                                                                                                                                                                                   DESIGN                    EC                            1:100      1        0         1         2          3       4         5     
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